Hidrolg_anchach Final 30.05.15 Ok

EneroFebreroMarzoAbrilMayoJunioJulioAgostoSeptiembreOctubreNoviembreDiciembre

CUADRO N° 6.15: RESUMEN DE CAUDALES MEDIOS MENSUALES GENERADOS EN LA MICROCUENCA USTUNA AL 75% DE PERSISTENCIA (m3/s) LUTZ SCHOLZ

CUENCA USTUNADISPONIBLE (m3/s)

50 18.38

CUADRO DE OB RAS DE ARTE DEL CANAL PRINCIPALN° ORD. PROG. (KM)

1 0+0002 0+0003 0+0004 0+0005 0+2916 0+7507 0+7708 0+9609 1+02210 1+11011 1+96012 2+48013 2+69814 3+23015 3+64216 3+76017 4+16218 4+20119 4+57820 4+93221 5+28022 5+72023 6+26024 6+73825 6+97026 6+99827 7+57628 8+07829 8+54030 8+77631 8+83932 9+30033 9+460

Tr(Años)

MétodoRacional

13.3114.8416.90

100300500

19.7221.7922.47

Tr (Años)

100300500

34 9+48035 9+67036 9+73037 10+04038 10+27839 10+36040 10+47241 10+47242 10+48943 11+21744 11+37545 11+65446 11+96047 12+17048 12+59249 12+61350 12+61351 12+61352 12+62653 12+84154 12+95255 13+01456 13+01457 13+02058 13+32059 13+66460 14+00661 14+24862 14+39763 14+39764 14+39765 14+40866 14+77067 14+88068 15+10069 15+55470 15+88271 16+02772 16+05073 16+22374 16+29875 16+54976 16+55877 16+81678 16+98979 17+16180 17+21981 17+35382 17+365

CUADRO RESUMEN DE OBRAS DE ARTE DEL CANAL PRINCIPALCANT

161672

CUADRO RESUMEN DE OBRAS DE ARTE EN CANALES LATERALES

DESCRIPCION

Bosque Muy Húmedo Montano Subtropical

Bosque Pluvial Montano Bajo Subtropical

Bosque Pluvial Montano Subtropical

Bosque seco Montano Bajo Subtropical

Estepa espinoso Montano Bajo Subtropical

Estepa Montano Subtropical

Matorral Desértico Montano Subtropical

Cuenca

ALTITUD MEDIA DE LA CUENCACOTA ( m.s.n.m.)MINIMO

1 39502 4000.273 4050.074 4100.195 4150.016 4200

Bosque Húmedo Montano Subtropical

PISOS ECOLOGICOS

Quechua

Suni o Jalca

DESCRIPCIÓN DEVÍAS

Ayacucho - Vinchos

Ayacucho - Paqcha

Ayacucho - Putacca

Ayacucho - Occollo

MicrocuencaUstuna

7 4250.038 4300.069 4350.01

10 4400.0111 4450.1612 4500.71

ALTITUDALTITUD MEDIAALTITUD MAS FRECUENTEALTITUD DE FRECUENCIA MEDIAPENDIENTE PROMEDIO DE LA CUENCA

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PENDIENTE PROMEDIO DE LA RED HIDRICA

TOTAL =DESCRIPCION

DE LA SUPERFICIEAREAPERIMETROCOTASCOTA MAXIMACOTA MINIMACENTROIDE ( W GS 1984 UTM ZONE 18S)X (CENTROIDE)Y (CENTROIDE)Z (CENTROIDE)ALTITUDALTITUD MEDIAALTITUD MAS FRECUENTEALTITUD DE FRECUENCIA MEDIAPENDIENTEPENDIENTE PROMEDIO DE LA CUENCA

ORDEN DE LARED HIDRICA

DE LA RED HIDRICALONGITUD DEL CURSO PRINCIPALORDEN DE LA RED HIDRICALONGITUD DE LA RED HIDRICAPENDIENTE PROMEDIO DE LA RED HIDRICAPARAMETROS GENERADOSTIEMPO DE CONCENTRACIONPENDIENTE DEL CAUCE PRINCIPAL

AREA DE LA CUENCAPERIMETRO

Curva HipsométricaPolígono de FrecuenciaAltitud Máxima de la CuencaAltitud Mínima de la CuencaDesnivel total de la CuencaAltitud de Frecuencia MediaAltitud Media de la CuencaAltura más frecuentePendiente de la cuenca (sist. del rectángulo equivalente)Pendiente de la cuenca (Reporte GIS)Tipo de corrienteDensidad de drenajePendiente media del río principalAltitud Mínima del cauceTiempo de concentracionGrado de ramificacion

HATAWAY

Donde:Ln

PARAMETROS

PARAMETROS DE FORMA FACTOR DE CUENCA

RECTANGULO EQUIVALENTE

Longitud total de los ríos de diferentes grados

PARAMETROS DE

PARAMETROS DE LA RED HIDROGRAFICA

Donde:LS

TIEMPO DE CONCENTRACIONGIANDIOTTIKIRPICHCALIFORNIA (U.S.B.R.)TEMEZPromedioDesviación EstándarVarianzaTIEMPO DE CONCENTRACION ASUM.CUADRO N° 3.2: VARIACION MENSUAL DE LA TEMPERATURA MEDIA (°C)

ALLPACHACA

APACHETABELLAVISTA-CHIARACHOCCOROSAN PEDRO DE QUICATOCUCHOQUESERAHUAMANGAHUANTAPAMPA CANGALLOPUCALOMASACHABAMBATAMBILLO

ALLPACHACAAPACHETABELLAVISTA-CHIARACHOCCOROSAN PEDRO DE QUICATOCUCHOQUESERAHUAMANGAHUANTAPAMPA CANGALLOPUCALOMASACHABAMBATAMBILLO

KIRPICH

ESTACIONES

VARIACION MENSUAL TEMPERATURA MEDIA (°C)20.0 TAMBILLO18.0 ALLPACHACAAPACHETA16.0BELLAVISTA-CHIARA14.0CHOCCORO12.0 SAN PEDRO DE QUICATO

10.0 CUCHOQUESERA8.0 HUAMANGAHUANTA6.0PAMPA CANGALLO4.0 PUCALOMA1 3 5 7 9 11SACHABAMBAMeses

ESTACIONES

ALLPACHACAAPACHETABELLAVISTA-CHIARACHOCCOROSAN PEDRO DE QUICATOCUCHOQUESERAHUAMANGAHUANTAPAMPA CANGALLOPUCALOMASACHABAMBATAMBILLOCUENCA USTUNAZONA DE CULTIVOS

CUENCA USTUNAZONA DE CULTIVOSCUENCA USTUNAZONA DE CULTIVOS

VARIACION MENSUAL TEMPERATURA MAXIMA (°C)TAMBILLO

ALLPACHACA41.0APACHETA36.0 BELLAVISTA-CHIARACHOCCORO31.0 SAN PEDRO DE QUICATO

CUCHOQUESERA26.0HUAMANGA

21.0 HUANTAPAMPA CANGALLO16.0 PUCALOMA1 3 5 7 9 11SACHABAMBAMeses

ESTACIONES

CUENCA USTUNAZONA DE CULTIVOS

CUENCA USTUNAZONA DE CULTIVOSESTACION

ALLPACHACA

APACHETA

BELLAVISTA-CHIARA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

1 ALLPACHACA

2 APACHETA

4 CHOCCORO

5 CUCHOQUESERA

6 PUCALOMA

7 PUTACCA

8 TUNSULLA

AÑO Ene.

1991 112.7

1992 102.7

1993 307

1994 223.3

1995 147.9

1996 144.6

1997 220.1

1998 411.9

1999 234.2

2000 362.37

2001 371.54

2002 133.8

2003 287.92

2004 287.92

2005 67.5

2006 242

2007 165

2008 280.71

2009 230.02

2010 219.13

2011 253.83

2012 217.85

ALLPACHACA

Pp Pp Acum.

1991 750.5 750.5

1992 909.4 1,659.9

1993 1,060.4 2,720.2

1994 669.2 3,389.4

1995 847.3 4,236.7

1996 970.6 5,207.3

1997 779.2 5,986.5

1998 676.7 6,663.2

1999 796.1 7,459.3

2000 963.8 8,423.1

TUNSULLA

Nº ES TACI ON

3 BELLAVISTA-CHIARA

MEDI A 228.36

2001 791.6 9,214.7

2002 833.9 10,048.6

2003 771.2 10,819.8

2004 1,095.3 11,915.1

2005 705.1 12,620.2

2006 818.6 13,438.8

2007 773.7 14,212.5

2008 714.3 14,926.8

2009 860.1 15,786.9

2010 790.3 16,577.2

2011 1,080.5 17,657.7

2012 900.3 18,558.0

AÑO Ene.

1991 158.38

1992 106.93

1993 322.77

1994 198.69

1995 152.4

1996 252.16

1997 221.14

1998 198.69

1999 171.43

2000 160.86

2001 291.98

2002 144.24

2003 202.45

2004 59.69

2005 151.69

2006 245.81

2007 160.51

2008 271.19

2009 161.94

2010 243.34

2011 265.43

2012 143.23

PROM 194.77

Max. 322.77

Min. 59.69

Desv. 63.92

P50% 185.06

P75% 153.89

P90% 143.33

AÑO Ene.

1992 119.37

1993 80.59

1994 243.27

1995 149.75

1996 114.86

1997 190.05

1998 166.67

Cuadro Nº 4.5: PRECIPITACION MENSUAL GENERADA MICROCUENCA USTUNA (mm)

Estación: Cuenca Ustuna F.R: 1.175Altitud: 4270 msnm

Cuadro Nº 4.6: PRECIPITACION MENSUAL GENERADA ZONA DE CULTIVOS (mm)

Estación: Zona de cultivos F.R: 0.8856Altitud: 3550 msnm

1999 149.75

2000 129.21

2001 121.24

2002 220.07

2003 108.72

2004 152.59

2005 44.99

2006 114.33

2007 122.05

2008 183.41

2009 200.06

2010 107.95

PROM 143.1

Max. 243.27

Min. 44.99

Desv. 48.89

P50% 129.21

P75% 114.6

P90% 102.48

PE (mm) 87.32

ESTACION:

CUENCA:

MICROCUEN.:

Thornthwaite

Hargreaves 02

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Total 100.0 100.0 100.0 100.0

Enero Febrero Marzo Abril May o Junio Julio Agosto Setiembre Octubre Nov iembre Diciembre

Descripción

Ene Feb Mar Abr May Jun Jul Ago Sep Oct NovDic

COEFICIENTES PARA EL CALCULO DE LA PRECIPITACION EFECTIVA

Lagunas y PantanosNevados

REGIONCuzcoHuancavelicaJunínCajamarca

Cuadro Nº 33: Evapotranspiración Potencial

CALCULO DE LA PROPORCION DE LLUVIA QUE PRODUCE ESCORRENTIA

Las cifras romanas se refieren a tres curvas que cubren un rango para el coeficiente de escurrimiento entre 0.15<C<0.45. Las curvas I y II pertenecen al método del USBR, la curva III ha sido desarrollada mediante ampliación simétrica del rango original.

PrecipitaciónTotal Mensual

(LímiteSuperior)

mm25.450.876.2

101.6127.0152.4177.8

Descripción

ao a1 a2 a3 a4

Los Coeficientes a0 - a5 , se aplican en el polinomio de quinto grado: PEi = ao + a1 P + a2 P2 + a3 P3 + a4 P4 + a5 P5.ao = 0

Los límites superiores para la precipitación efectiva son:

Curva I : PE = P - 120.6 ; para P >= 177.8 mm/mes Curva II : PE = P - 86.4 ; para P >= 152.4 mm/mes Curva III : PE = P - 59.7 ; para P >= 127.0 mm/mes

COEFICIENTES ANUALES Y MENSUALES PARA EL CALCULO DE LACONTRIBUCION DE LA RETENCION

Lámina de agua acumulada en los tres tipos de almacén hídrico, en base a la cuenca de

Napa Freática

ALMACENAMIENTO HIDRICO DURANTE LA EPOCA DE LLUVIAS VALORES EN PORCENTAJE

EneroFebreroMarzoAbrilMayoJunioJulioAgostoS etiembreOctubreNoviembreDiciembreTotal

Año Ene31

Cuadro Nº 84Ppmensual. T° MaxMES (°C)Ene. 274.85 17.66Feb. 286.14 16.94Mar. 254.20 16.63Abr. 100.28 16.42May. 25.24 18.86Jun. 13.53 18.28Jul. 24.61 17.43Ago. 34.91 19.62Sep. 47.33 18.25Oct. 89.97 19.62Nov. 97.08 18.54Dic. 180.72 18.77Total 1428.85

Cuadro Nº 85

Cálculo Coef. Escorrentía - Método Turc

Temperatura Media Anual(T): 18.08Coeficiente de Temperatura(L): 1047.71Déficit de Escurrimiento(D): 860.08Coeficiente de Escorrentía(C): 0.40

Cuadro Nº 5.5: GENERACION DE CAUDALES MENSUAL (m3/s) RIO APACHETA

Area de Cuenca = 134.9 Km²

MAX 6.586MIN 0.252PROM 4.219R (lt/s/km2) 31.278Q (75%) 3.169Q (90%) 1.527Q (95%) 0.755

1991199219931994199519961997199819992000200120022003200420052006200720082009201020112012

3.271.370.255.563.046.366.075.534.163.634.973.136.020.723.486.593.795.933.576.416.042.91

CALCULO DE LA PROPORCION DE LLUVIA QUE PRODUCE ESCORRENTIA

PrecipitaciónTotal Mensual

(LímiteSuperior)

mm25.450.876.2101.6127.0152.4177.8

Descripción

Cuadro Nº 5.7: Evapotranspiración Potencial

ao a1 a2 a3 a4

Los Coeficientes a0 - a5 , se aplican en el polinomio de quinto grado: PEi = ao + a1 P + a2 P2 + a3 P3 + a4 P4 + a5 P5.ao = 0

Los límites superiores para la precipitación efectiva son:

Napa Freática

ALMACENAMIENTO HIDRICO DURANTE LA EPOCA DE LLUVIAS VALORES EN PORCENTAJE

Año Ene31

MAX 1.051MIN 0.031PROM 0.668R (lt/s/km2) 29.312Q (75%) 0.5Q (90%) 0.243Q (95%) 0.11

Cuadro Nº 5.8Ppmensual. T° MaxMES (°C)Ene. 224.81 17.66Feb. 227.68 16.94Mar. 207.92 16.63Abr. 82.02 16.42May. 20.64 18.86Jun. 11.06 18.28Jul. 20.13 17.43Ago. 28.55 19.62Sep. 38.71 18.25Oct. 73.59 19.62Nov. 79.40 18.54Dic. 147.81 18.77Total 1162.33

Cuadro Nº 5.9

Cálculo Coef. Escorrentía - Método Turc

Temperatura Media Anual(T): 18.08Coeficiente de Temperatura(L): 1047.71Déficit de Escurrimiento(D): 796.27Coeficiente de Escorrentía(C): 0.31

Cuadro Nº 5.11: GENERACION DE CAUDALES MENSUALES RIO USTUNA (m3/s)

Area de Cuenca = 22.78 Km²

1991199219931994199519961997199819992000200120022003200420052006200720082009201020112012

0.530.220.030.870.491.020.970.870.660.570.770.480.940.100.541.050.590.950.571.020.970.46

FebreroMarzoAbrilMayoJunioJulioAgostoSeptiembreOctubreNoviembreDiciembre

DESCRIPCION

Tributario Azabrán (puente)

DESCRIPCION

ESTACION:

CUENCA:

LUGAR.:

CEDULA DE CULTIVO EN LA SITUACIÓN SIN PROYECTO:

PapaCebadaHaba granoAvenaTrigoPastos asociados

Río Ustuna(Entrada a Laguna)

Río Ustuna(Encuentro río Challhuamayo) (puente)

Río Ustuna(Descarga Laguna

Ustunaccocha)

Punto deRegulaciónPunto deRegulaciónPunto deRegulación

CULTIVO

MaízArveja granoAlfalfa

Arveja verdeHortalizasOtros (oca, mashua, olluco)TOTALFuente: Plan de des arrollo dis trital y trabajo de cam po.

PAPACEBADAHABA GRANO S.AVENATRIGOPASTOS ASOCIADOSMAIZARVEJA G.S.ALFALFAARVEJA G.V.HORTALIZASOTROSTOTAL

GRAN TOTAL

ESPECIE

CebadaHaba granoAvenaTrigoPastos asociadosMaízArveja granoAlfalfaArveja verdeHortalizasOtros (oca, mazhua, olluc

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Quinua

Arveja Verde

CULTIVOS (Ha)

Cultivo

Cebolla

Pasto Asoc.

Alfalfa

Haba Verde

Avena Forrajera

Maiz Choclo

CALENDARIO AGRICOLA

PLANTEAMIENTO DE LA CEDULA DE CULTIVO PARA EL PROYECTO

CULTI VO PRI NCI PAL

ESPECIE

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

CAMPAÑA GRANDE

Papa Papa Quinua Haba granoAvena Forrajera

Cebada Trigo Cebolla Pasto Asoc.Arveja Grano

Alfalfa

Arveja Verde Haba Verde AjoMaiz Grano

Otros (olluco, oca)

CULTIVO BASE = = = = = CULTIVO ROTACIÓN - - - - - - - -

NOMBRE DEL PROYECTO:

MES Thornthwaite

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Fecha siembra

tb\ffmlbre

Agosto

Setiembre

Octubre

Noviembre

Diciembre

EVAPOTRANS PI RACI ON POTENCI AL PARA EL PROYECTO

Primera Etapa : Segunda Etapa : Tercera Etapa :

Cuarta Etapa :

1· MlOSG~:CUlti\OPeriodo

DURACION DE LAS FASES

DesMalo del ctJti\O Mediados del cultilo Finales del cultilo

llciembreEneroFebreroMa'ZoAbril

MayoJunioJulioAgostoSeptiembreOctubre

flt>-.embreClciembreEneroFebreroMarzoAbril

MayoJunioJuioAgostoSeptiembreOctubreTipo de Eficiencia

Eficiencia de riegoTipo de Eficiencia

Eficiencia de riegoDepartamento:

DescripciónPrecipitación Total Mensual

Precipitación Total Mensual al 75%

Precipitación Efectiva Promedio Mensu

DescripciónTemperatura Media Mensual

Precipitación Efectiva Mensual al 75%

Humedad Relativa

Quinua

Haba grano

Avena Forrajera

Cebada

TrigoCebolla

Conducción

Distribución

Aplicación

Conducción

Distribución

Aplicación

Provincia: Distrito:

Pasto Asoc.

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

CUADRO 5.20: COEFICIENTE DE USO CONSUNTIVO PARA LA CÉDULA DE CULTIVO (Kc)

CAMPAÑA GRANDE

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Kc ponderado

DEMANDA DE AGUA MENSUAL CON RIEGO SUPERFICIAL POR GRAVEDAD

Área Cultivada

CAMPAÑA GRANDE

DMA - TOTAL

Q 24 hrs

Mr - Módulo de Riego

Departamento:

Precipitación Efectiva Promedio MensuDescripciónTemperatura Media Mensual

Cebada

Haba Verde

Maiz GranoOtros (olluco, oca)

EvapotranspiraciónPotencial

Precipitación EfectivaPromedio Mensual

Papa Papa Quinua Haba granoAvena ForrajeraCebada Trigo Cebolla Pasto Asoc.Arveja GranoAlfalfaArveja Verde Haba Verde AjoMaiz GranoOtros (olluco, oca)

Caudal de Diseño

Provincia: Distrito:

Humedad RelativaPapa

Quinua

Haba grano

Avena Forrajera

Cebada

TrigoCebollaPasto Asoc.

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

COEFICIENTE DE USO CONSUNTIVO PARA LA CÉDULA DE CULTIVO (Kc)

CAMPAÑA GRANDE

Cebolla

Arveja Grano

Arveja Verde

Kc ponderado

DEMANDA DE AGUA MENSUAL CON RIEGO PRESURIZADO POR ASPERSION

Área Cultivada

CAMPAÑA GRANDE

DMA - TOTAL

Q 24 hrs

Cebada

Pasto Asoc.

Alfalfa

Haba Verde

Maiz GranoOtros (olluco, oca)

Precipitación EfectivaPromedio Mensual

Papa Papa Quinua Haba granoAvena ForrajeraCebada Trigo Cebolla Pasto Asoc.Arveja GranoAlfalfaArveja Verde Haba Verde AjoMaiz GranoOtros (olluco, oca)

Caudal de Diseño

CULTIVO CAMPAÑA GRANDE

Quinua

H aba grano

Av ena Forrajera

C ebada

C ebolla

Pasto Asoc.

Arv eja Grano

Alfalfa

Arv eja Verde

H aba Verde

M aiz Grano

Otros (olluco, oca)

T OT AL AREA

MODULO DE RIEGO (gravedad)

MODULO DE RIEGO (aspersion)

AREA CULT IVADA (Mes diseño)

CAUDAL RIEGO POR GRAVEDAD

CAUDAL RIEGO POR ASPERSION

CUADRO DE CAUDALES Y AREAS DE RIEGO CAMPAÑA CHICA

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1011121314151617

RESUMEN DE LONGITUD DE LOS CANALESNº DESCRIPCION

1 Tuberia de Salida

2 Línea de Conducción Principal

3 Lateral Nº 01 -SUMACCPATA

4 Lateral Nº 02 - MARCAPATA

5 Lateral Nº 03 - TAMBO A y B

6 Lateral Nº 04 - COCHANAN

7 Lateral Nº 05 - ICHUPUCRO

ESPECIE

DESCRIPCION

DESCRIPCION UND

8 Lateral Nº 06 - TINTANKAYUCC

9 Lateral Nº 07 - CCAYHUACANCHA

10 Lateral Nº 08 - PALLCCACCASA

11 Lateral Nº 09 - ACHUPAYOCC

12 Lateral Nº 10 - TIMPOCC TICATICA

13 Lateral Nº 11 - URCCUN

14 Lateral Nº 12 - RODEOPAMPA

15 Lateral Nº 13 - ÑUÑUNGAYOCC

16 Lateral Nº 15 - SUMACCPAMPA

17 Lateral Nº 14 - SAYHUA

18 Lateral Nº 16 - WAYNACURIYOCC

19 Lateral Nº 17 - UCCICHKA

CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALESN° DE LATERAL

LATERAL N° 01SUMACCPATA

LATERAL N° 02MARCAPATA

LATERAL N° 04CCOCHANAN

LATERAL N° 05ICHUPUCRO

LATERAL N° 06TITANKAYOCC

1 Putacca

2 Choccoro

3 Allpachaca

4 Tambillo

5 Tunsulla

6 Chiara

Prom.PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

Desv . Estándar(S): 9.28670

LATERAL N° 07CCAYHUACANCHA

Nº ESTACION

1992199319941995199619971998199920002001200220032004200520062007200820092010

Nº datos (N): 19.00000Promedio: 44.78789

Parámetros Log - Normal 2 parámetrosCoeficiente de variación(Cv ): 0.20735

µy: 3.78089Parámetros gamma de 2 parámetrosProm.(Ln(x)): 3.78217M3: 497.80633Coeficiente de Sesgo(Cs): 0.73327y: 0.01977

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNADISTRIBUCION GAUSSIANA

CUADRO N° 7.25: INTENSIDAD(mm/hr) PROMEDIO - USTUNA

σy: 0.20517

γ: 25.45922β: 1.75920ν: 51

T (Años)F(Z)

510152025304050100200300500

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

Periodo de retornoT (años)

5102550100300500

DETERMINACION DE CAUDALES MAXIMOS - HIDROGRAMA UNITARIO SINTETICOTRIANGULAR - USTUNA

CALCULO DE LA DISTRIBUCION DE LA PRECIPITACION TOTAL Y EFECTIVA MAXIMA EN 24 HORASCN: 79.00

S: 2.658 Pulg. S: 67.519 mm Po: 13.50 mm Ppmax 24h: 68.03 mmT (años): 50.00 años

CUADRO N° 7.29

T (horas)

01234567

50 2278

89101112131415161718192021222324

S 1000 10 S ( pu lg .) S 25.4*S S(mm.)CNPo 0 . 2 * SK Ppacum PoSi K 0 Ppneta Pefectiva 0

Si K 0 Pneta(acum.) K Ppacum 0.8 * S

Per. de retornoT = años

100300500

Tr (años) A (has)

227822782278

100200500

227822782278

T (años) A (has)

227822782278

100300500

227822782278

Tr (años) A (has)

227822782278

25 22.78

100300500

227822782278

DETERMINACION DE CAUDALES MAXIMOS METODO REGIONAL - USTUNA

Q C 1 C 2 * Log T * A m * A ^ ( n ) CUADRO N° 7.35

Periodo de retornoT (años)

100300500

Tabla Nº 05: COEFICIENTES DE LA ECUACION REGIONAL DE DESCARGAS EN EL PERURegión C1 C2 m n1 1.01 4.37 1.02 0.042 0.10 1.28 1.02 0.043 0.27 1.48 1.02 0.044 0.09 0.36 1.24 0.045 0.11 0.26 1.24 0.046 0.18 0.31 1.24 0.047 0.22 0.37 1.24 0.04

METODO RACIONAL MODIFICADO - USTUNA

Q C * I * A * K 3 . 6

Q: Descarga máxima de diseño (m3/s)C: Coeficiente de escorrentía para el intervalo en el que se produce I I: Intensidad máxima de precipitación horaria (mm/hr).

A: Área de la cuenca (Km2) K: Coeficiente de uniformidad

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Tr(años)

A (Km2)

22.7822.78

50100300500

22.7822.7822.7822.78

50 18.38

SITIO DE PRESA

1.- Tiempo de concentración

L Tc 0 .3 * 0 .25 S L: Longitud del cause (Km) S: Pendiente del rio (m/m)2.- Coeficiente de uniformidad (K)

1 . 25

K 1 Tc 1 . 25

Tc: Tiempo de concentración (Horas)3.- Coeficiente de simultaneidad o facto reductor (Ka)

Ka 1 Log ( A ) 15

4.- Precipitación máxima corregida sobre la cuenca (P)

P Ka*Ppmax24h

Ppmax 24h: Precipitación máxima diaria (mm)

5.- Intensidad de precipitación I (mm/hr)

0 .1 0 .1

P 28 Tc I * (11 ) 28 0 .1 1

6.- Coeficiente de escorrentía, C

Pp max 24h Po * Pp max 24h 23PoC

Pp max 24h 11*Po2

Po: Umbral de escorrentía

Po 5000 50CNTr(Años)

MétodoRacional

13.3114.8416.90

100300500

19.7221.7922.47

Tr (Años)

100300500

USTUNACCOCHA

UstunaccochaCobertura vegetalVariada de hoja ancha y coniferasFloresta conifera y pastos altosPastos bajos y arbustosDesierto y arbusto

RegiónAndesCentral

Centro-OccidentalOriental

Zona RÁreas con lluvia de gran intensidad y duración y escurrimiento superficial

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficialCultivoBarbecho

0.112.51025250500

Qm Am3/s km2

CATIONES (meq/litro)

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

Áreas con lluvia de gran intensidad y duración y de mediano o poco escurrimiento superficial

Áreas con lluvia de mediana intensidad y de abundante escurrimiento superficial

Maíz, algodón,pastos, leguminosas

Área de la cuenca en Km2

0.218 22.78

PARÁMETROS

CALCIO (Ca++)MAGNESIO (Mg++)POTASIO (K+)SODIO (Na+)

+AMONIO (NH4 )

-BICARBONATOS (HCO3 )

=CARBONATOS (CO3 )CLORUROS (Cl-)

-3FOSFATOS (PO4 )NITRATOS (NO3)

=SULFATOS (SO4 )

pHCE (dS/m)SOLIDOS EN SUSPENSION (g/litro)SALES SOLUBLES TOTALES (ppm)RELACION DE ADSORCION DE SODIO

CLASIFICACION

50 18.38

DUREZA TOTAL (ppm CaCO3)

Tr(Años)

MétodoRacional

13.3114.8416.90

100300500

19.7221.7922.47

Tr (Años)

100300500

50 22.78

CUADRO DE OB RAS DE ARTE DEL CANAL PRINCIPALPROG. (KM)0+0000+0000+0000+0000+2910+7500+7700+9601+0221+1101+9602+4802+6983+2303+6423+7604+1624+2014+5784+9325+2805+7206+2606+7386+9706+9987+5768+0788+5408+7768+8399+3009+460

Area (Km2)

22.7822.7822.78

100300500

22.7822.7822.78

9+4809+6709+73010+04010+27810+36010+47210+47210+48911+21711+37511+65411+96012+17012+59212+61312+61312+61312+62612+84112+95213+01413+01413+02013+32013+66414+00614+24814+39714+39714+39714+40814+77014+88015+10015+55415+88216+02716+05016+22316+29816+54916+55816+81616+98917+16117+21917+35317+365

CUADRO RESUMEN DE OBRAS DE ARTE DEL CANAL PRINCIPALCANT

161672

DESCRIPCION

Cuenca

ALTITUD MEDIA DE LA CUENCACOTA ( m.s.n.m.)MINIMO39504000.274050.074100.194150.014200

MicrocuencaUstuna

4250.034300.064350.014400.014450.164500.71

12345678910

TOTAL =DESCRIPCION

HATAWAY

Donde:Ln

FACTOR DE CUENCA

RECTANGULO EQUIVALENTE

Longitud total de los ríos de diferentes grados

Donde:LS

ALLPACHACA

APACHETA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

TUNSULLA

362.37

371.54

287.92

280.71

230.02

219.13

253.83

217.85

ALLPACHACA

Pp Acum.

1,659.9

2,720.2

3,389.4

4,236.7

5,207.3

5,986.5

6,663.2

7,459.3

8,423.1

9,214.7

10,048.6

10,819.8

11,915.1

12,620.2

13,438.8

14,212.5

14,926.8

15,786.9

16,577.2

17,657.7

18,558.0

158.38

106.93

322.77

198.69

252.16

221.14

198.69

171.43

160.86

291.98

144.24

202.45

151.69

245.81

160.51

271.19

161.94

243.34

265.43

143.23

194.77

322.77

185.06

153.89

143.33

119.37

243.27

149.75

114.86

190.05

166.67

149.75

129.21

121.24

220.07

108.72

152.59

114.33

122.05

183.41

200.06

107.95

243.27

129.21

102.48

ESTACION:

CUENCA:

MICROCUEN.:

ENE 31

FEB 28

MAR 31

ABR 30

MAY 31

JUN 30

JUL 31

AGO 31

S ET 30

OCT 31

NOV 30

DI C 31

N° Días

Thornthwaite(mm/dia)

Thornthwaite

Hargreaves 02

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

Ene Feb Mar Abr May Jun Jul Ago Sep Oct NovDic

mm25.450.876.2101.6127.0152.4177.8

6.5860.2524.21931.2783.1691.5270.755

3.271.370.255.563.046.366.075.534.163.634.973.136.020.723.486.593.795.933.576.416.042.91

(LímiteSuperior)

mm25.450.876.2101.6127.0152.4177.8

1.0510.0310.66829.3120.50.2430.11

0.530.220.030.870.491.020.970.870.660.570.770.480.940.100.541.050.590.950.571.020.970.46

DESCRIPCION

ESTACION: GENERADA

CUENCA: MANTARO

LUGAR.: ZONA DE CULTIVOS

ENE 31

FEB 28

MAR 31

ABR 30

MAY 31

JUN 30

JUL 31

AGO 31

S ET 30

OCT 31

NOV 30

DI C 31

Ustunaccocha)

N° Días

GRAN TOTAL

ESPECIE

Haba granoAvenaTrigoPastos asociadosMaízArveja granoAlfalfaArveja verdeHortalizasOtros (oca, mazhua, olluc

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Quinua

Arveja Verde

Cebolla

Pasto Asoc.

Alfalfa

Haba Verde

Avena Forrajera

Maiz Choclo

CALENDARIO AGRICOLA

ESPECIE

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Enero 31

Febrero 28

Marzo 31

Abril 30

Mayo 31

Junio 30

Julio 31

Agosto 31

Setiembre 30

Octubre 31

Noviembre 30

Diciembre 31

Fecha siembra

tb\ffmlbre

D (dias)

Primera Etapa : Segunda Etapa : Tercera Etapa :

Eficiencia de riegoDepartamento: Ayacucho

Humedad Relativa

Quinua

Haba grano

Avena Forrajera

Cebada

TrigoCebolla

HuamangaVinchos (Anchachuasi)

Pasto Asoc.

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

CAMPAÑA GRANDE

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Kc ponderado

Área Cultivada

DMA - TOTAL

Q 24 hrs

Departamento: Ayacucho

HuamangaVinchos (Anchachuasi)

Quinua

Haba grano

Avena Forrajera

Cebada

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

CAMPAÑA GRANDE

Cebolla

Arveja Grano

Arveja Verde

Kc ponderado

Área Cultivada

DMA - TOTAL

Q 24 hrs

Quinua

H aba grano

Av ena Forrajera

C ebada

C ebolla

Pasto Asoc.

Arv eja Grano

Alfalfa

Arv eja Verde

H aba Verde

M aiz Grano

Otros (olluco, oca)

T OT AL AREA

1 Lateral Nº 01 -SUMACCPATA2 Lateral Nº 02 - MARCAPATA3 Lateral Nº 03 - TAMBO A y B4 Lateral Nº 04 - COCHANAN5 Lateral Nº 05 - ICHUPUCRO6 Lateral Nº 06 - TITANKAYUCC7 Lateral Nº 07 - CCAYHUACANCHA8 Lateral Nº 08 - PALLCCACCASA9 Lateral Nº 09 - ACHUPAYOCC10 Lateral Nº 10 - TIMPOCC TICATICA11 Lateral Nº 11 - URCCUN12 Lateral Nº 12 - RODEOPAMPA13 Lateral Nº 13 - ÑUÑUNGAYOCC14 Lateral Nº 15 - SUMACCPAMPA15 Lateral Nº 14 - SAYHUA16 Lateral Nº 16 - WAYNACURIYOCC17 Lateral Nº 17 - UCCICHKA

RESUMEN DE LONGITUD DE LOS CANALESDESCRIPCION

Tuberia de Salida

Línea de Conducción Principal

Lateral Nº 01 -SUMACCPATA

Lateral Nº 02 - MARCAPATA

Lateral Nº 03 - TAMBO A y B

Lateral Nº 04 - COCHANAN

Lateral Nº 05 - ICHUPUCRO

DESCRIPCION

Lateral Nº 06 - TINTANKAYUCC

Lateral Nº 07 - CCAYHUACANCHA

Lateral Nº 08 - PALLCCACCASA

Lateral Nº 09 - ACHUPAYOCC

Lateral Nº 10 - TIMPOCC TICATICA

Lateral Nº 11 - URCCUN

Lateral Nº 12 - RODEOPAMPA

Lateral Nº 13 - ÑUÑUNGAYOCC

Lateral Nº 15 - SUMACCPAMPA

Lateral Nº 14 - SAYHUA

Lateral Nº 16 - WAYNACURIYOCC

Lateral Nº 17 - UCCICHKA

Putacca

Choccoro

Allpachaca

Tambillo

Tunsulla

Chiara

Prom.PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

1992199319941995199619971998199920002001200220032004200520062007200820092010

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

Ppmax 24h

52.77457.42263.72168.02871.55276.79577.544

CUADRO N° 7.29

01234567

89101112131415161718192021222324

100300500

A (has)

50 22.78

Área de la cuenca (Km2)

22.7822.7822.78

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

SITIO DE PRESA

100300500

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

Áreas con lluvia de gran intensidad y duración y de mediano o poco escurrimiento superficial

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

50 22.78

Area (Km2)

22.7822.7822.78

100300500

22.7822.7822.78

Enero 29.31Febrero 33.95Marzo 30.66Abril 7.69Mayo 1.54Junio 0.62Julio 1.14Agosto 1.5Septiembre 1.83Octubre 4.66Noviembre 5.39Diciembre 17.16

RENDIEMIENTO MEDIO MENSUAL (Lt/seg/Km2)

Area (Km2)

22.7822.7822.78

9+4809+6709+73010+04010+27810+36010+47210+47210+48911+21711+37511+65411+96012+17012+59212+61312+61312+61312+62612+84112+95213+01413+01413+02013+32013+66414+00614+24814+39714+39714+39714+40814+77014+88015+10015+55415+88216+02716+05016+22316+29816+54916+55816+81616+98917+16117+21917+35317+365

CUADRO RESUMEN DE OBRAS DE ARTE DEL CANAL PRINCIPALCANT OBRAS DE ARTE

10 Válvulas de Aire15 Válvulas de Purga3 Canoas

1 Des arenador

1 Toma de Fondo

5 Res ervorios

16 Tomas Laterales16 Camaras de Ins peccion7 Sifones Invertidos2 Cruces Aereos

1 Dren Frances

1 Tunel

CANT OBRAS DE ARTE

32 Válvulas de Aire43 Válvulas de Purga5 Res ervorios

28 Sifones invertidos

DESCRIPCION

Cuenca

MicrocuencaUstuna

4250.034300.064350.014400.014450.164500.71

12345678910

TOTAL =DESCRIPCION

HATAWAY

Donde:Ln

Donde:LS

ALLPACHACA

APACHETA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

TUNSULLA

362.37

371.54

287.92

280.71

230.02

219.13

253.83

217.85

ALLPACHACA

Pp Acum.

1,659.9

2,720.2

3,389.4

4,236.7

5,207.3

5,986.5

6,663.2

7,459.3

8,423.1

9,214.7

10,048.6

10,819.8

11,915.1

12,620.2

13,438.8

14,212.5

14,926.8

15,786.9

16,577.2

17,657.7

18,558.0

158.38

106.93

322.77

198.69

252.16

221.14

198.69

171.43

160.86

291.98

144.24

202.45

151.69

245.81

160.51

271.19

161.94

243.34

265.43

143.23

194.77

322.77

185.06

153.89

143.33

119.37

243.27

149.75

114.86

190.05

166.67

149.75

129.21

121.24

220.07

108.72

152.59

114.33

122.05

183.41

200.06

107.95

243.27

129.21

102.48

ESTACION: GENERADA

CUENCA: MANTARO

MICROCUEN.: USTUNA

Thornthwaite

Hargreaves 02

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Mes Cuzco

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

40.020.0

-5.035.0

mm25.450.876.2101.6127.0152.4177.8

EVAPOTRANS PI RACI ON POTENCI AL (mm/mes)

Enero 53.01Febrero 43.68Marzo 48.67Abril 44.4Mayo 39.68Junio 33.9Julio 35.34Agosto 37.51S etiembre 41.4Octubre 48.98Noviembre 52.2Diciembre 58.59Total 537.36

Thornthwaite

6.5860.2524.21931.2783.1691.5270.755

3.271.370.255.563.046.366.075.534.163.634.973.136.020.723.486.593.795.933.576.416.042.91

(LímiteSuperior)

mm25.450.876.2101.6127.0152.4177.8

Enero 53.01Febrero 43.68Marzo 48.67Abril 44.4Mayo 39.68Junio 33.9Julio 35.34Agosto 37.51S etiembre 41.4Octubre 48.98Noviembre 52.2Diciembre 58.59Total 537.36

Thornthwaite

1.0510.0310.66829.3120.50.2430.11

0.530.220.030.870.491.020.970.870.660.570.770.480.940.100.541.050.590.950.571.020.970.46

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)

GRAN TOTAL

ESPECIE

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Quinua

Arveja Verde

Cebolla

Pasto Asoc.

Alfalfa

Haba Verde

Avena Forrajera

Maiz Choclo

CALENDARIO AGRICOLA

ÁREAHá

TOTAL 1,021.46

ESPECIE

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

200.00

119.00

140.00

Fecha siembra

tb\ffmlbre

Eficiencia de riegoAyacucho

Humedad Relativa

Quinua

Haba grano

Avena Forrajera

Cebada

TrigoCebolla

Pasto Asoc.

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

CAMPAÑA GRANDE

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Kc ponderado

Área Cultivada

DMA - TOTAL

Q 24 hrs

Ayacucho

Quinua

Haba grano

Avena Forrajera

Cebada

Arveja GranoAlfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Cultivado (há)

CAMPAÑA GRANDE

Cebolla

Arveja Grano

Arveja Verde

Kc ponderado

Área Cultivada

DMA - TOTAL

Q 24 hrs

Quinua

H aba grano

Av ena Forrajera

C ebada

C ebolla

Pasto Asoc.

Arv eja Grano

Alfalfa

Arv eja Verde

H aba Verde

M aiz Grano

Otros (olluco, oca)

T OT AL AREA

Lateral Nº 01 -SUMACCPATALateral Nº 02 - MARCAPATALateral Nº 03 - TAMBO A y BLateral Nº 04 - COCHANANLateral Nº 05 - ICHUPUCROLateral Nº 06 - TITANKAYUCCLateral Nº 07 - CCAYHUACANCHALateral Nº 08 - PALLCCACCASALateral Nº 09 - ACHUPAYOCCLateral Nº 10 - TIMPOCC TICATICALateral Nº 11 - URCCUNLateral Nº 12 - RODEOPAMPALateral Nº 13 - ÑUÑUNGAYOCCLateral Nº 15 - SUMACCPAMPALateral Nº 14 - SAYHUALateral Nº 16 - WAYNACURIYOCCLateral Nº 17 - UCCICHKA

Tuberia de Salida

Putacca 3589

Choccoro 4061

Allpachaca 3550

Tambillo 3250

Tunsulla 3900

Chiara 3599

AÑO Putacca

1992 23.5

1993 31.8

1994 29

1995 37.1

1996 35.4

1997 43.4

1998 39.2

1999 45.1

2000 45.9

2001 35.7

2002 29.1

2003 21.5

2004 35.1

2005 31.4

2006 29.7

2007 29

2008 27.9

2009 0

2010 34.6

Prom. 31.8PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

AÑO Ppmax 24h (X)

ALTITUD (msnm)

45.7057.4052.2047.9038.1050.1049.3047.9041.9048.4941.0838.4069.0047.0032.0043.5031.8031.8037.40

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

CUADRO N° 7.29

100300500

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

SITIO DE PRESA

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

Enero 29.31Febrero 33.95Marzo 30.66Abril 7.69Mayo 1.54Junio 0.62Julio 1.14Agosto 1.5Septiembre 1.83Octubre 4.66Noviembre 5.39Diciembre 17.16

Area (Km2)

22.7822.7822.78

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

9+4809+6709+73010+04010+27810+36010+47210+47210+48911+21711+37511+65411+96012+17012+59212+61312+61312+61312+62612+84112+95213+01413+01413+02013+32013+66414+00614+24814+39714+39714+39714+40814+77014+88015+10015+55415+88216+02716+05016+22316+29816+54916+55816+81616+98917+16117+21917+35317+365

CUADRO RESUMEN DE OBRAS DE ARTE DEL CANAL PRINCIPALOBRAS DE ARTE

Válvulas de AireVálvulas de PurgaCanoas

Des arenador

Toma de Fondo

Res ervorios

Tomas LateralesCamaras de Ins peccionSifones InvertidosCruces Aereos

Dren Frances

OBRAS DE ARTE

Válvulas de AireVálvulas de PurgaRes ervorios

Sifones invertidos

DESCRIPCION

Cuenca

MicrocuencaUstuna

4250.034300.064350.014400.014450.164500.71

12345678910

TOTAL =DESCRIPCION

HATAWAY

Donde:L =n =

Donde:L =S =

ALLPACHACA

APACHETA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

TUNSULLA

Ene. Feb.

112.7 227.7

102.7 114.3

307 185.9

223.3 254

147.9 173.4

144.6 200.3

220.1 360.1

411.9 321.6

234.2 320.4

362.37 262.97

371.54 280.61

133.8 258.03

287.92 305.27

287.92 285.53

67.5 140.5

242 153

165 69.7

280.71 301.19

230.02 246.8

219.13 235.11

253.83 272.35

217.85 233.75

ALLPACHACA

Pp Acum.

1,659.9

2,720.2

3,389.4

4,236.7

5,207.3

5,986.5

6,663.2

7,459.3

8,423.1

236.48

9,214.7

10,048.6

10,819.8

11,915.1

12,620.2

13,438.8

14,212.5

14,926.8

15,786.9

16,577.2

17,657.7

18,558.0

158.38

106.93

322.77

198.69

252.16

221.14

198.69

171.43

160.86

291.98

144.24

202.45

151.69

245.81

160.51

271.19

161.94

243.34

265.43

143.23

194.77

322.77

185.06

153.89

143.33

119.37

243.27

149.75

114.86

190.05

166.67

149.75

129.21

121.24

220.07

108.72

152.59

114.33

122.05

183.41

200.06

107.95

243.27

129.21

102.48

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

40.020.0

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

6.5860.2524.21931.2783.1691.5270.755

3.271.370.255.563.046.366.075.534.163.634.973.136.020.723.486.593.795.933.576.416.042.91

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

1.0510.0310.66829.3120.50.2430.11

0.530.220.030.870.491.020.970.870.660.570.770.480.940.100.541.050.590.950.571.020.970.46

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)

GRAN TOTAL

ESPECIE

Quinua

Haba grano

Avena Forrajera

Cebada

Cebolla

Pasto Asoc.

Arveja Grano

Alfalfa

Arveja Verde

Haba Verde

Maiz Grano

Otros (olluco, oca)

Quinua

Arveja Verde

Cebolla

Pasto Asoc.

Alfalfa

Haba Verde

Avena Forrajera

Maiz Choclo

CALENDARIO AGRICOLA

ÁREAHá

1,021.46

ESPECIE SUP. (Has)

Papa 200

Papa 119

Quinua 140

Haba grano 80

Avena Forrajera 80

Cebada 61

Trigo 45.46

Cebolla 42.9

Pasto Asoc. 40

Arveja Grano 40

Alfalfa 38

Arveja Verde 35

Haba Verde 35

Ajo 30.1

Maiz Grano 20

Otros (olluco, oca) 15

TOTAL 1021.46

Fecha siembra

tb\ffmlbre

Mayo 15Junio 45Julio 75Agosto 105Septiembre 135Octubre 165

Mes N" dias

Mayo 15Junio 45Juio 75Agosto 105Septiembre 135Octubre 165Tipo de Eficiencia

Humedad Relativa

Papa 200

Papa 119

Quinua 140

Haba grano 80

Avena Forrajera 80

Cebada 61

Trigo 45.46Cebolla 42.9

N" die!

Pasto Asoc. 40

Arveja Grano 40Alfalfa 38

Arveja Verde 35

Haba Verde 35

Ajo 30.1

Maiz Grano 20

Cultivado (há) 1,021.46

CAMPAÑA GRANDE

Cebolla 42.9

Pasto Asoc. 40

Arveja Grano 40

Alfalfa 38

Arveja Verde 35

Kc ponderado

1,021.46

Área Cultivada

DMA - TOTAL

Q 24 hrs

Ayacucho

ÁREAhá

200.00

119.00

140.00

20.0015.00

Humedad RelativaPapa 200

Papa 119

Quinua 140

Haba grano 80

Avena Forrajera 80

Cebada 61

Trigo 45.46Cebolla 42.9Pasto Asoc. 40

Arveja Grano 40Alfalfa 38

Arveja Verde 35

Haba Verde 35

Ajo 30.1

Maiz Grano 20

Cultivado (há) 1,021.46

CAMPAÑA GRANDE

Cebolla

Arveja Grano

Arveja Verde

Kc ponderado

Área Cultivada

DMA - TOTAL

Q 24 hrs

Quinua

H aba grano

Av ena Forrajera

C ebada

C ebolla

Pasto Asoc.

Arv eja Grano

Alfalfa

Arv eja Verde

H aba Verde

M aiz Grano

Otros (olluco, oca)

T OT AL AREA

Tuberia de Salida

Putacca

31.8PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

Ppmax 24h (X)

ALTITUD (msnm)

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

CUADRO N° 7.29

Pacum. (%)

0.002.003.505.007.5010.0013.0016.00

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00100.00

100300500

22.78 3.644

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Tc(Horas)

3.6443.644

3.6443.6443.6443.644

50 22.78

SITIO DE PRESA

Area (Km2)

22.7822.7822.78

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

29.3133.9530.667.691.540.621.141.51.834.665.39

CUADRO DE OB RAS DE ARTE DEL CANAL PRINCIPALPROG. (KM) DESCRIPCION0+000 Toma de Fondo de Presa Ustunaccocha0+000 Tubería de descarga L=232 Tubería PVC 18"0+000 Desarenador0+000 Inicio canal concreto rectangular0+291 Lateral Nº 01 L=1,510 m Huaraca Q=35 lps0+750 Lateral Nº 02 L=2,114 m Marcapata Q=15 lps0+770 Transición canal concreto a tubería0+960 Cámara de inspección Nº 011+022 Inicio sifon invertido Nº 011+110 Canoa Nº 011+960 Válvula de aire Nº 012+480 Válvula de purga Nº 012+698 Fin sifon invertido Nº 013+230 Cámara de inspección Nº 023+642 Canoa Nº 023+760 Cámara de inspección Nº 034+162 Canoa Nº 034+201 Cámara de inspección Nº 044+578 Cámara de inspección Nº 054+932 Cámara de inspección Nº 065+280 Lateral Nº 03 Tambo Q=35 lps5+720 Cámara de inspección Nº 076+260 Cámara de inspección Nº 086+738 Cámara de inspección Nº 096+970 Lateral Nº 04 L=2,379 m Ccochanan Q=30 lps6+998 Cámara de inspección Nº 107+576 Cámara de inspección Nº 118+078 Cámara de inspección Nº 128+540 Cámara de inspección Nº 138+776 Cámara de inspección Nº 148+839 Inicio sifon invertido Nº 029+300 Válvula de aire Nº 029+460 Cruce aéreo Nº 01 L=40 m

9+480 Válvula de purga Nº 029+670 Cruce aéreo Nº 02 L=30 m9+730 Válvula de purga Nº 0310+040 Válvula de aire Nº 0310+278 Válvula de purga Nº 0410+360 Fin sifon invertido Nº 0210+472 Lateral Nº 05 L=1,572 m Ichupucro Q=17 lps10+472 Lateral Nº 06 L=751 m Titankayocc Q=13 lps10+489 Inicio sifon invertido Nº 0311+217 Válvula de purga Nº 0511+375 Válvula de aire Nº 0411+654 Válvula de purga Nº 0611+960 Válvula de aire Nº 0512+170 Válvula de purga Nº 0712+592 Fin sifon invertido Nº 0312+613 Lateral Nº 07 L=1,205 m Ccayhuacancha Q=25 lps12+613 Lateral Nº 08 L=1,832 m Pallccaccasa Verde Q=20 lps12+613 Lateral Nº 09 L=579 m Achupaccassa12+626 Inicio sifon invertido Nº 0412+841 Válvula de purga Nº 0812+952 Fin sifon invertido Nº 0413+014 Lateral Nº 10 L=2,397 m Tikatika - San Lucas Q=20 lps13+014 Lateral Nº 11 Urqun Q=15 lps13+020 Inicio sifon invertido Nº 0513+320 Válvula de purga Nº 0913+664 Válvula de aire Nº 0614+006 Válvula de purga Nº 1014+248 Fin sifon invertido Nº 0514+397 Lateral Nº 12 L=2,439 m Rodeopampa Q=25 lps14+397 Lateral Nº 13 L=1,631 m Ñuñungayocc Q=20 lps14+397 Lateral Nº 14 Saywa Q=20 lps14+408 Inicio sifon invertido Nº 0614+770 Válvula de purga Nº 1114+880 Válvula de aire Nº 0715+100 Válvula de purga Nº 1215+554 Válvula de aire Nº 0815+882 Válvula de purga Nº 1316+027 Fin sifon invertido Nº 0616+050 Cámara de inspección Nº 1516+223 Cámara de inspección Nº 1616+298 Cámara de inspección Nº 1716+549 Lateral Nº 15 L=820 m Waynakuriyocc Q=10 lps16+558 Inicio sifon invertido Nº 0716+816 Válvula de purga Nº 1416+989 Válvula de aire Nº 0917+161 Válvula de purga Nº 1517+219 Válvula de aire Nº 1017+353 Fin sifon invertido Nº 0717+365 Lateral Nº 16 L=714 m Chulla Uqichka Q=25 lps

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

Cuenca

4250.034300.064350.014400.014450.164500.71

RANGO DE PENDIENTES ( %)INFERIOR

1 02 12.863 25.74 38.575 51.46 64.257 77.188 90.259 103.4410 122.47

1 1292 2733 205

TOTAL = 607DESCRIPCION

NUMERO DEVECES ( 1)

ALLPACHACA

VARIACION MENSUAL DE VELOCIDAD DEL VIENTO EN ZONA DEL PROYECTO

3.53.02.52.01.51.00.50.0Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic.

CUENCA USTUNA ZONA DE CULTIVOS

ALLPACHACA

APACHETA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

TUNSULLA

262.97

280.61

258.03

305.27

285.53

301.19

235.11

272.35

233.75

ALLPACHACA

Pp Acum.

1,659.9

2,720.2

3,389.4

4,236.7

5,207.3

5,986.5

6,663.2

7,459.3

8,423.1

9,214.7

10,048.6

10,819.8

11,915.1

12,620.2

13,438.8

14,212.5

14,926.8

15,786.9

16,577.2

17,657.7

18,558.0

158.38

106.93

322.77

198.69

252.16

221.14

198.69

171.43

160.86

291.98

144.24

202.45

151.69

245.81

160.51

271.19

161.94

243.34

265.43

143.23

194.77

322.77

185.06

153.89

143.33

119.37

243.27

149.75

114.86

190.05

166.67

149.75

129.21

121.24

220.07

108.72

152.59

114.33

122.05

183.41

200.06

107.95

243.27

129.21

102.48

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Febrero

Agosto

Setiembre

Octubre

Noviembre

Diciembre

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

40.020.0

-5.035.0

I II III

Valor del Coeficiente

Curva I

REGION OctCuzco 0Huancavelica 10Junín 10Cajamarca 25

PORCION DE LA PRECIPITACION (mm)

Aprovechable por las plantas

25.4 22.86 20.449.5 44.5 39.372.4 63.5 54.692.7 76.2 59.7102.9 83.8 59.7118.1 86.4 59.7120.7 86.4 59.7

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

6.5860.2524.21931.2783.1691.5270.755

Enero 31.28Febrero 38.07Marzo 33.35Abril 9.23Mayo 1.99Junio 0.83Julio 1.29Agosto 1.68Septiembre 2Octubre 4.96Noviembre 5.86Diciembre 18.22

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

1.0510.0310.66829.3120.50.2430.11

Enero 29.31

Febrero 33.95Marzo 30.66Abril 7.69Mayo 1.54Junio 0.62Julio 1.14Agosto 1.5Septiembre 1.83Octubre 4.66Noviembre 5.39Diciembre 17.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)

GRAN TOTAL

ESPECIE

TOTALUNIDADES DE RIEGO

Papa 52.25

Quinua 22.93

Haba grano 13.1

Avena Forrajera 13.1

Cebada 9.99

Trigo 7.45

Cebolla 7.03

Pasto Asoc. 6.55

Arveja Grano 6.55

Alfalfa 6.22

Arveja Verde 5.73

Haba Verde 5.73

Ajo 4.93

Maiz Grano 3.28

Otros (olluco, oca) 2.46

Total 167.3

UNIDADES DE RIEGO

Papa 12

Quinua 10

Arveja Verde 0

HUARACA

Cebolla 0

Pasto Asoc. 18

Alfalfa 15

Haba Verde 5

Avena Forrajera 18

Maiz Choclo 0

Total 78

CALENDARIO AGRICOLA

ÁREAHá

1,021.46

SUP. (Has)

1021.46

Fecha siembra

N" dla!

4575105135165

154575105135165

N" dialS

154575105135165

N" dias

154575105135165

Tipo de Eficiencia

Humedad Relativa

45.4642.9

1,021.46

Área Cultivada

DMA - TOTAL

Q 24 hrs

Ayacucho

ÁREAhá

200.00

119.00

140.00

20.0015.00

Humedad Relativa200

45.4642.940

1,021.46

CAMPAÑA GRANDE

Cebolla 42.9

Arveja Grano 40

Arveja Verde 35

Kc ponderado

1,021.46

Área Cultivada

DMA - TOTAL

Q 24 hrs

ÁREAhá

200.00

119.00

140.00

20.0015.00

AREA (ha)

Papa 319

Quinua 140

H aba grano 80

Av ena Forrajera 80

C ebada 61

Trigo 45.46

C ebolla 42.9

Pasto Asoc. 40

Arv eja Grano 40

Alfalfa 38

Arv eja Verde 35

H aba Verde 35

Ajo 30.1

M aiz Grano 20

T OT AL AREA 1021.46

Tuberia de Salida

Putacca

Ppmax 24h (X)

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

CUADRO N° 7.29

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00100.00

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Tc(Horas)

SITIO DE PRESA

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.51.834.665.39

29.3133.9530.667.691.540.621.141.51.834.665.3917.16

18.38 12.25

CUADRO DE OB RAS DE ARTE DEL CANAL PRINCIPALDESCRIPCION

Toma de Fondo de Presa UstunaccochaTubería de descarga L=232 Tubería PVC 18"DesarenadorInicio canal concreto rectangularLateral Nº 01 L=1,510 m Huaraca Q=35 lpsLateral Nº 02 L=2,114 m Marcapata Q=15 lpsTransición canal concreto a tuberíaCámara de inspección Nº 01Inicio sifon invertido Nº 01Canoa Nº 01Válvula de aire Nº 01Válvula de purga Nº 01Fin sifon invertido Nº 01Cámara de inspección Nº 02Canoa Nº 02Cámara de inspección Nº 03Canoa Nº 03Cámara de inspección Nº 04Cámara de inspección Nº 05Cámara de inspección Nº 06Lateral Nº 03 Tambo Q=35 lpsCámara de inspección Nº 07Cámara de inspección Nº 08Cámara de inspección Nº 09Lateral Nº 04 L=2,379 m Ccochanan Q=30 lpsCámara de inspección Nº 10Cámara de inspección Nº 11Cámara de inspección Nº 12Cámara de inspección Nº 13Cámara de inspección Nº 14Inicio sifon invertido Nº 02Válvula de aire Nº 02Cruce aéreo Nº 01 L=40 m

Método deMac Math

9.5010.3411.47

12.8813.8313.96

Válvula de purga Nº 02Cruce aéreo Nº 02 L=30 mVálvula de purga Nº 03Válvula de aire Nº 03Válvula de purga Nº 04Fin sifon invertido Nº 02Lateral Nº 05 L=1,572 m Ichupucro Q=17 lpsLateral Nº 06 L=751 m Titankayocc Q=13 lpsInicio sifon invertido Nº 03Válvula de purga Nº 05Válvula de aire Nº 04Válvula de purga Nº 06Válvula de aire Nº 05Válvula de purga Nº 07Fin sifon invertido Nº 03Lateral Nº 07 L=1,205 m Ccayhuacancha Q=25 lpsLateral Nº 08 L=1,832 m Pallccaccasa Verde Q=20 lpsLateral Nº 09 L=579 m AchupaccassaInicio sifon invertido Nº 04Válvula de purga Nº 08Fin sifon invertido Nº 04Lateral Nº 10 L=2,397 m Tikatika - San Lucas Q=20 lpsLateral Nº 11 Urqun Q=15 lpsInicio sifon invertido Nº 05Válvula de purga Nº 09Válvula de aire Nº 06Válvula de purga Nº 10Fin sifon invertido Nº 05Lateral Nº 12 L=2,439 m Rodeopampa Q=25 lpsLateral Nº 13 L=1,631 m Ñuñungayocc Q=20 lpsLateral Nº 14 Saywa Q=20 lpsInicio sifon invertido Nº 06Válvula de purga Nº 11Válvula de aire Nº 07Válvula de purga Nº 12Válvula de aire Nº 08Válvula de purga Nº 13Fin sifon invertido Nº 06Cámara de inspección Nº 15Cámara de inspección Nº 16Cámara de inspección Nº 17Lateral Nº 15 L=820 m Waynakuriyocc Q=10 lpsInicio sifon invertido Nº 07Válvula de purga Nº 14Válvula de aire Nº 09Válvula de purga Nº 15Válvula de aire Nº 10Fin sifon invertido Nº 07Lateral Nº 16 L=714 m Chulla Uqichka Q=25 lps

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

Cuenca

2,000 a 3,500

3,500-4,000

4250.034300.064350.014400.014450.164500.71

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

= Longitud del cauce principal (Km.).= Rugosidad.

Tc 0.606 * (L * n)0.4678 S 0.243

= Pendiente de la cuenca.

= Longitud del cauce principal (Km.).= Pendiente de la cuenca.

ALLPACHACA

Tc 0.06628* L0.77 S 0.385

VARIACION MENSUAL DE VELOCIDAD DEL VIENTO EN ZONA DEL PROYECTO

Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic.

CUENCA USTUNA ZONA DE CULTIVOS

ALLPACHACA

APACHETA

CHOCCORO

CUCHOQUESERA

PUCALOMA

PUTACCA

TUNSULLA

262.97

280.61

258.03

305.27

285.53

301.19

235.11

272.35

233.75

ALLPACHACA APACHETA

Pp Acum. Pp

750.5 1,075.2

1,659.9 916

2,720.2 1,012.7

3,389.4 711.3

4,236.7 699.3

5,207.3 772

5,986.5 841.7

6,663.2 689.7

7,459.3 807.8

8,423.1 798.5

9,214.7 766.5

10,048.6 866.7

10,819.8 759.8

11,915.1 690.6

12,620.2 617.7

13,438.8 639.3

14,212.5 909.4

14,926.8 731.4

15,786.9 1,071.1

16,577.2 881.9

17,657.7 1,010.5

18,558.0 979.4

Ene. Feb.

158.38 227.59

106.93 192.47

322.77 216.44

198.69 169.91

152.4 180.83

252.16 241.58

221.14 200.93

198.69 173.9

171.43 127.9

160.86 319.48

291.98 175.54

144.24 234.32

202.45 166.26

59.69 173.67

151.69 90.71

245.81 189.06

160.51 122.79

271.19 213.36

161.94 168.73

243.34 165.32

265.43 323.36

143.23 246.87

194.77 196.41

322.77 323.36

59.69 90.71

63.92 55.79

185.06 184.95

153.89 169.02

143.33 131.64

Ene. Feb.

119.37 171.53

80.59 145.06

243.27 163.13

149.75 128.06

114.86 136.29

190.05 182.08

166.67 151.44

149.75 131.07

129.21 101.92

121.24 240.79

220.07 132.31

108.72 176.61

152.59 125.31

44.99 130.89

114.33 68.37

122.05 127.17

183.41 124.6

200.06 243.72

107.95 186.06

143.1 150.86

243.27 243.72

44.99 68.37

48.89 42.93

129.21 136.29

114.6 127.61

102.48 120.07

87.32 93.18

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Enero 31

Febrero 28

Marzo 31

Abril 30

Mayo 31

Junio 30

Julio 31

Agosto 31

Setiembre 30

Octubre 31

Noviembre 30

Diciembre 31

Valor del CoeficienteCurva I-0.018-0.01850.001105-0.0000120.000000144-2.85E-10

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

D (dias)

40.020.0

I II III

Curva I

Oct0101025

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

6.5860.2524.21931.2783.1691.5270.755

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

COEFICIENTES PARA EL CALCULO DE LA PRECIPITACION EFECTIVAValor del Coeficiente

Curva I

PORCION DE LA PRECIPITACION (mm)

Aprovechable por las plantas

25.4 22.86 20.449.5 44.5 39.372.4 63.5 54.692.7 76.2 59.7102.9 83.8 59.7118.1 86.4 59.7120.7 86.4 59.7

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.0510.0310.66829.3120.50.2430.11

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)

Correntómetro

Flotador

GRAN TOTAL

ESPECIE

UNIDADES DE RIEGO

HUARACA

CALENDARIO AGRICOLA

ÁREAHá

1,021.46

SUP. (Has)

1021.46

1.91 4.63

1.75 4.63

Papadakis

1.75 4.09

1.66 4.43

1.53 4.55

1.38 4.53

1.39 4.11

1.51 5.21

1.67 5.02

1.89 5.24

2.01 5.25

2.13 4.89

Fecha siembra

4575105135165

154575105135165

N" dialS

154575105135165

N" dias

154575105135165

Tipo de Eficiencia

Humedad Relativa

45.4642.9

1,021.46

E101.68

Área Cultivada 1,021.46

DMA - TOTAL 142.39

Q 24 hrs 0.053

Mr - Módulo de Riego 0.05

Ayacucho

ÁREAhá

31.1418.5328.91

15.4014.36

-13.64

-3.673.16

11.252.34

Humedad Relativa200

45.4642.940

1,021.46

E101.68

Área Cultivada 1,021.46

DMA - TOTAL 75.94

Q 24 hrs 0.028

Mr - Módulo de Riego 0.028

ÁREAhá

16.619.88

15.42----

8.217.66

-1.961.686.001.25

AREA (ha)319

1021.46

Tuberia de Salida

Putacca

Ppmax 24h (X)

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

CUADRO N° 7.29

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00100.00

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Tc(Horas)

SITIO DE PRESA

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.51.834.665.3917.16

18.38 12.25

Método deMac Math

9.5010.3411.47

12.8813.8313.96

29.3133.9530.667.691.540.621.141.51.834.665.39

CUENCA USTUNA 0.5002DISPONIBLE (m3/s) 0.5002

Método deMac Math

9.5010.3411.47

12.8813.8313.96

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

Cuenca

ALTITUD (m.s.n.m)

4250.034300.064350.014400.014450.164500.71

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Longitud del cauce principal (Km.).Rugosidad.

* n)0.4678 S 0.243

Pendiente de la cuenca.

Longitud del cauce principal (Km.).Pendiente de la cuenca.

ALLPACHACA

0.77 S 0.385

ALLPACHACA 3550

APACHETA 4150

CHOCCORO 4025

CUCHOQUESERA 3724

PUCALOMA 3490

PUTACCA 3550

TUNSULLA 3900

262.97

280.61

258.03

305.27

285.53

301.19

235.11

272.35

233.75

APACHETA

1,075.2

1,012.7

ALTITUD (msnm)

1,071.1

1,010.5

227.59

192.47

216.44

169.91

180.83

241.58

200.93

319.48

175.54

234.32

166.26

173.67

189.06

122.79

213.36

168.73

165.32

323.36

246.87

196.41

323.36

184.95

169.02

131.64

171.53

145.06

163.13

128.06

136.29

182.08

151.44

131.07

101.92

240.79

132.31

176.61

125.31

130.89

127.17

243.72

186.06

150.86

243.72

136.29

127.61

120.07

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Total 100.0 100.0 100.0 100.0

1.71 1.56 1.57 1.48 1.28 1.13 1.14 1.21 1.38 1.58 1.74

40.020.0

-5.035.0

I II III

Curva I

Oct0101025

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

Ene Feb31 28

6.586 7.7190.252 0.8324.219 5.13631.278 38.0723.169 4.711.527 1.5590.755 0.909

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

7.125.516.404.945.177.726.545.197.010.885.167.224.834.511.456.092.547.064.674.860.837.30

REGION OctCuzco 0Huancavelica 10Junín 10Cajamarca 25

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

Ene Feb31 28

1.051 1.2140.031 0.1010.668 0.77329.312 33.9490.5 0.7230.243 0.2310.11 0.126

1.130.881.030.770.821.211.020.800.430.120.811.150.750.720.210.940.391.100.730.750.101.16

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)METODO DE AFORO

PAPA 25.93CEBADA 2HABA GRANO S. 0AVENA 21.38TRIGO 0PASTOS ASOCIADOS 11MAIZ 0ARVEJA G.S. 0ALFALFA 0ARVEJA G.V. 0HORTALIZAS 0OTROS 0.8TOTAL 61.11

GRAN TOTAL 365

ESPECIE

UNIDADES DE RIEGO

HUARACA

CALENDARIO AGRICOLA

ÁREA M E S E SHá E

= = = = =

1,021.46 1,021.5

SUP. (Has)

1021.46

= = = = =

Fecha siembra

4575105135165

154575105135165

N" dialS

154575105135165

N" dias

154575105135165

Tipo de Eficiencia

Humedad Relativa

45.4642.9

1,021.46

E101.68

1,021.46

142.39

Ayacucho

ÁREAhá

31.1418.5328.91

15.4014.36

-13.64

-3.673.1611.252.34

Humedad Relativa200

45.4642.940

1,021.46

E101.68

1,021.46

ÁREAhá

16.619.88

15.42----

8.217.66

-1.961.686.001.25

AREA (ha)319

1021.46

Tuberia de Salida

CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALESN° DE LATERAL PROG.

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

Putacca

Ppmax 24h (X)

0.8000.9000.9330.9500.9600.9670.9750.9800.9900.9950.9970.998

CUADRO N° 7.29

50 68.03

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00100.00

Pp max 24h

52.7757.4263.72

71.5576.8077.54

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

SITIO DE PRESA

ÁREA (km2)

AREA km2

Ustunaccocha 22.78Cobertura vegetalVariada de hoja ancha y coniferasFloresta conifera y pastos altosPastos bajos y arbustosDesierto y arbusto

RegiónAndesCentral

0.112.51025250500

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.51.834.665.39

Método deMac Math

9.5010.3411.47

12.8813.8313.96

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.50020.5002

9.5010.3411.47

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

Cuenca

ALTITUD MEDIA DE LA CUENCACOTA ( m.s.n.m.)MINIMO MAX IMO3950 40004000.27 40504050.07 41004100.19 41504150.01 42004200 4250

Área de la cuenca(km²)

Factor de Forma(Kf)

4250.03 43004300.06 43504350.01 44004400.01 44504450.16 45004500.71 4550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

ALLPACHACA

262.97

280.61

258.03

305.27

285.53

301.19

235.11

272.35

233.75

APACHETA

1,075.2

1,012.7

1,071.1

1,010.5

227.59

192.47

216.44

169.91

180.83

241.58

200.93

319.48

175.54

234.32

166.26

173.67

189.06

122.79

213.36

168.73

165.32

323.36

246.87

196.41

323.36

184.95

169.02

131.64

171.53

145.06

163.13

128.06

136.29

182.08

151.44

131.07

101.92

240.79

132.31

176.61

125.31

130.89

127.17

243.72

186.06

150.86

243.72

136.29

127.61

120.07

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Total 100.0 100.0 100.0 100.0

I II III

Curva I

101025

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

7.7190.8325.13638.0724.711.5590.909

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

7.125.516.404.945.177.726.545.197.010.885.167.224.834.511.456.092.547.064.674.860.837.30

Oct0101025

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.2140.1010.77333.9490.7230.2310.126

1.130.881.030.770.821.211.020.800.430.120.811.150.750.720.210.940.391.100.730.750.101.16

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Ustunaccocha)

25.932021.38011000000.861.11

ESPECIE

50Haba grano 35Avena 30Trigo 30Pastos asociados 15Maíz 15Arveja grano 8Alfalfa 10Arveja verde 10Hortalizas 4Otros (oca, mazhua, olluc 8

TOTAL 365UNIDADES DE RIEGO

UNIDADES DE RIEGO

SUPERFICI E150.00

CALENDARIO AGRICOLA

M E S E SE

= = = = =

1,021.5

SUP. (Has)

1021.46

Fecha siembra

4575105135165

15 0.2845 0.4275 0.92105 1.11135 1.07165 0.86

N" dialS

154575105135165

N" dias

15 0.2745 0.5275 0.94105 1.08135 1.02165 0.7

Tipo de Eficiencia

Descripción UnidadPrecipitación Total Mensual mm

Precipitación Total Mensual al 75% mm

Precipitación Efectiva Promedio Mensu mm

Descripción UnidadTemperatura Media Mensual ºC

Precipitación Efectiva Mensual al 75% mm

Humedad Relativa %

200 19.58%

119 11.65%

140 13.71%

80 7.83%

61 5.97%

45.46 4.45%42.9 4.20%

40 3.92%

40 3.92%38 3.72%

35 3.43%

30.1 2.95%

20 1.96%

15 1.47%

1,021.46 100.00%

42.9 1

40 0.62

35 0.72

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,021.46

E101.68

1,021.46

142.39

Ayacucho

Descripción UnidadPrecipitación Total Mensual mm

Precipitación Total Mensual al 75% mm

Precipitación Efectiva Promedio Mensu mmDescripción UnidadTemperatura Media Mensual ºC

1.080.92

31.1418.5328.91

15.4014.36

-13.64

-3.673.16

11.252.34

Precipitación Efectiva Mensual al 75% mm

Humedad Relativa %200 19.58%

119 11.65%

140 13.71%

80 7.83%

61 5.97%

45.46 4.45%42.9 4.20%40 3.92%

40 3.92%38 3.72%

35 3.43%

30.1 2.95%

20 1.96%

15 1.47%

1,021.46 100.00%

1,021.46

E101.68

1,021.46

16.619.88

15.42----

8.217.66

-1.961.686.001.25

AREA (ha)319

1021.46

Tuberia de Salida

CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALESPROG.0+012

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

Putacca

Ppmax 24h (X)

Z (Tabla)

0.841611.281551.500001.644851.750701.838381.960002.053752.326302.575712.747782.87833

CUADRO N° 7.29

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00100.00

3.644 1.265

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

1.2651.265

1.2651.2651.2651.265

18.38 12.25

Método deMac Math

9.5010.3411.47

12.8813.8313.96

22.78Cobertura vegetalVariada de hoja ancha y coniferasFloresta conifera y pastos altosPastos bajos y arbustosDesierto y arbusto

RegiónAndesCentral

0.112.51025250500

km2 t/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

CUENCA USTUNA 0.5002DISPONIBLE (m3/s) 0.5002

9.5010.3411.47

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.50020.5002

9.5010.3411.47

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

ALTITUD MEDIA DE LA CUENCACOTA ( m.s.n.m.)

MAX IMO400040504100415042004250

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Coeficiente de Compacidad (Gravelius)

FACTOR DE FORMA

Altitudmsnm

ALLPACHACA 3550

APACHETA 4150BELLAVISTA-CHIARA 3587CHOCCORO 4025SAN PEDRO DE QUICATO 3497CUCHOQUESERA 3724HUAMANGA 2772HUANTA 2722PAMPA CANGALLO 3375PUCALOMA 3490SACHABAMBA 3544TAMBILLO 3343

Altitudmsnm

ALLPACHACA 3550APACHETA 4150BELLAVISTA-CHIARA 3587CHOCCORO 4025SAN PEDRO DE QUICATO 3497CUCHOQUESERA 3724HUAMANGA 2772HUANTA 2722PAMPA CANGALLO 3375PUCALOMA 3490SACHABAMBA 3544TAMBILLO 3343

msnmALLPACHACA 3550APACHETA 4150BELLAVISTA-CHIARA 3587CHOCCORO 4025SAN PEDRO DE QUICATO 3497CUCHOQUESERA 3724HUAMANGA 2772HUANTA 2722PAMPA CANGALLO 3375PUCALOMA 3490SACHABAMBA 3544TAMBILLO 3343CUENCA USTUNA 4,270ZONA DE CULTIVOS 3,550

CUENCA USTUNA 4,270ZONA DE CULTIVOS 3,550CUENCA USTUNA 4,270ZONA DE CULTIVOS 3,550

Feb. Mar.

227.7 233.4

114.3 177.9

185.9 266.2

254 311.9

173.4 171.3

200.3 161.1

360.1 142.4

321.6 232.8

320.4 228.2

262.97 234.77

280.61 233.36

258.03 254.51

305.27 272.13

285.53 189.65

140.5 203.7

153 193

69.7 176.7

301.19 258.2

246.8 211.57

235.11 201.56

272.35 233.48

233.75 200.39

APACHETA

Pp Pp Acum.

1,075.2 1,075.2

916 1,991.2

1,012.7 3,003.9

711.3 3,715.2

699.3 4,414.6

772 5,186.5

841.7 6,028.2

689.7 6,718.0

807.8 7,525.7

798.5 8,324.2

217.65

766.5 9,090.8

866.7 9,957.4

759.8 10,717.3

690.6 11,407.8

617.7 12,025.6

639.3 12,664.9

909.4 13,574.3

731.4 14,305.7

1,071.1 15,376.8

881.9 16,258.6

1,010.5 17,269.1

979.4 18,248.5

227.59

192.47

216.44

169.91

180.83

241.58

200.93

319.48

175.54

234.32

166.26

173.67

189.06

122.79

213.36

168.73

165.32

323.36

246.87

196.41

323.36

184.95

169.02

131.64

171.53

145.06

163.13

128.06

136.29

182.08

151.44

131.07

101.92

240.79

132.31

176.61

125.31

130.89

127.17

243.72

186.06

150.86

243.72

136.29

127.61

120.07

GENERADA

MANTARO

USTUNA

31 225

28 227.8

31 208.1

30 82.1

31 20.7

30 11.1

31 20.1

31 28.6

30 38.7

31 73.6

30 79.5

31 147.9

Thornthwaite

Hargreaves 02

Total 100.0 100.0 100.0 100.0

I II III

Curva I

Oct0101025

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

7.7190.8325.13638.0724.711.5590.909

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

7.125.516.404.945.177.726.545.197.010.885.167.224.834.511.456.092.547.064.674.860.837.30

Oct0101025

53.0143.6848.6744.439.6833.935.3437.5141.448.9852.258.59537.36

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.2140.1010.77333.9490.7230.2310.126

1.130.881.030.770.821.211.020.800.430.120.811.150.750.720.210.940.391.100.730.750.101.16

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

31 143.1

28 150.9

31 130.2

30 55.1

31 14.4

30 7.5

31 14.6

31 18.8

30 26.6

31 47.1

30 51.2

31 97.2

Ustunaccocha)

25.932021.38011000000.861.11

5035303015158101048365

UNIDADES DE RIEGO

SUPERFICI E150.00

CALENDARIO AGRICOLA

M E S E SE

= = = = =

1,021.5

SUP. (Has)

1021.46

Fecha siembra

0.420.921.111.070.86

0.280.420.921.111.070.86

0.270.520.941.081.020.7

Tipo de Eficiencia

Unidadmm

UnidadºC

19.58%

11.65%

13.71%

4.45%4.20%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

E101.68

1,021.46

142.39

Ayacucho

Unidadmm

mmUnidad

1.080.92

%19.58%

11.65%

13.71%

4.45%4.20%3.92%

3.92%3.72%

100.00%

42.9 1

40 0.62

35 0.72

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,021.46

E101.68

1,021.46

1.080.92

AREA (ha) (%)319 31.23

140 13.71

80 7.83

61 5.97

45.46 4.45

42.9 4.2

40 3.92

38 3.72

35 3.43

30.1 2.95

20 1.96

15 1.47

1021.46 100

MODULO DE RIEGO (gravedad) (Lt/s/ha)

MODULO DE RIEGO (aspersion) (Lt/s/ha)

AREA CULT IVADA (Mes diseño) (%)

CAUDAL RIEGO POR GRAVEDAD (Lt/s)

CAUDAL RIEGO POR ASPERSION (Lt/s)

Tuberia de Salida

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

LONGITUD DE REGISTRO: PRECIPITACION MAXIMA EN 24 HORAS

Putacca

Ppmax 24h (X) Ln(X)

3.824.053.963.873.643.913.903.873.743.883.723.654.233.853.473.773.463.463.62

Tiempo en minutos

32.0035.7440.7444.3447.6352.7154.41

CUADRO N° 7.29

2278 218.4

2278 0.4

2278 19.1

20.0026.5052.5063.0068.5073.0076.5080.0083.0086.0089.0091.0093.0095.0096.5098.00

100.00

Tc(min)

218.4218.4218.4

0.400.400.40

19.1019.1019.10

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

9.5010.3411.47

RegiónAndesCentral

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.50020.5002

9.5010.3411.47

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.50020.5002

22.78 17.29

9.5010.3411.47

Qmax (m3/s)

11.5213.2315.59

18.8021.1221.71

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Altitudmsnm3550

41503587402534973724277227223375349035443343

Altitudmsnm355041503587402534973724277227223375349035443343

msnm355041503587402534973724277227223375349035443343

4,2703,550

4,2703,5504,2703,550

Altitudmsnm

ALLPACHACA 3550APACHETA 4150BELLAVISTA-CHIARA 3587CHOCCORO 4025SAN PEDRO DE QUICATO 3497CUCHOQUESERA 3724HUAMANGA 2772HUANTA 2722PAMPA CANGALLO 3375PUCALOMA 3490SACHABAMBA 3544TAMBILLO 3343CUENCA USTUNA 4270ZONA DE CULTIVOS 3550

LATITUD (S)

13°23'19''

13°20'51''

13°16'00''

13°24'48''

13°25'50''

13°12'20''

13°24'16''

234.77

233.36

254.51

272.13

189.65

211.57

201.56

233.48

200.39

APACHETA

Pp Acum.

1,075.2

1,991.2

3,003.9

3,715.2

4,414.6

5,186.5

6,028.2

6,718.0

7,525.7

8,324.2

13°19'57''

9,090.8

9,957.4

10,717.3

11,407.8

12,025.6

12,664.9

13,574.3

14,305.7

15,376.8

16,258.6

17,269.1

18,248.5

227.59

192.47

216.44

169.91

180.83

241.58

200.93

319.48

175.54

234.32

166.26

173.67

189.06

122.79

213.36

168.73

165.32

323.36

246.87

196.41

323.36

184.95

169.02

131.64

171.53

145.06

163.13

128.06

136.29

182.08

151.44

131.07

101.92

240.79

132.31

176.61

125.31

130.89

127.17

243.72

186.06

150.86

243.72

136.29

127.61

120.07

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Total 100.0 100.0 100.0 100.0

I II III

Curva I

Oct0101025

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

53.01 97.0343.68 87.0848.67 83.744.4 85.839.68 106.9533.9 102.635.34 97.0337.51 117.4941.4 102.348.98 109.1252.2 10558.59 103.54537.36 1197.64

Papadakis

7.7190.8325.13638.0724.711.5590.909

31.2838.0733.359.231.990.831.291.68

24.965.86

I II III

Curva I

7.125.516.404.945.177.726.545.197.010.885.167.224.834.511.456.092.547.064.674.860.837.30

101025

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

Papadakis

1.2140.1010.77333.9490.7230.2310.126

1.130.881.030.770.821.211.020.800.430.120.811.150.750.720.210.940.391.100.730.750.101.16

33.9530.667.691.540.621.141.51.834.665.39

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

25.932021.38011000000.861.11

5035303015158101048365

UNIDADES DE RIEGO

SUPERFICI E150.00

CALENDARIO AGRICOLA

M E S E SE

= = = = =

1,021.5

CULTI VO PRI NCI PAL C A L E N D A R I O A G R Í C O L ASUP. (Has) E

200 PA

119 PA

140 QUI

80 Haba G.

80 AVE F.

61 CEB

45.46 TRG

42.9 CEBLL

40 PAST

40 ARV G.

38 ALF

35 ARV V.

35 Haba V.

30.1 AJO

20 MAIZ G.

15 OTR

1021.46 1021.46

Fecha siembra

0.420.921.111.070.86

0.280.420.921.111.070.86

0.270.520.941.081.020.7

Tipo de Eficiencia

Unidadmm

UnidadºC

19.58%

11.65%

13.71%

4.45%4.20%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

E F101.68 84.28

87.32 93.18

1,021.46 1,021.46

142.39 3.12

0.053 0.001

0.05 0

Ayacucho

Unidadmm

mmUnidad

1.871.11-------------0.14

%19.58%

11.65%

13.71%

4.45%4.20%3.92%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

E F101.68 84.28

1,021.46 1,021.46

75.94 1.67

0.028 0.001

1.000.59-------------0.07

AREA (%)31.23

(Lt/s/ha)

(Lt/s)

Tuberia de Salida

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

Putacca

Tiempo en minutos

32.0035.7440.7444.3447.6352.7154.41

CUADRO N° 7.29

22.78 0.18

Coeficiente

0.180.180.18

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

9.5010.3411.47

Región aAndes 5701Central 16249

Centro-Occidental 19504Oriental 53043

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficialCultivo Cobertura vegetalBarbecho

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

Desnudos sin vegetaciónVegetación escasaVegetación moderadaHierbaHojarasca y otros elementos protectores

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.50020.5002

22.78 17.29

9.5010.3411.47

Qmax (m3/s)

11.5213.2315.59

18.8021.1221.71

29.3133.9530.667.691.540.621.141.51.834.665.39

0.50020.5002

9.5010.3411.47

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Altitudmsnm3550

41503587402534973724277227223375349035443343

Altitudmsnm355041503587402534973724277227223375349035443343

msnm355041503587402534973724277227223375349035443343

4,2703,550

4,2703,5504,2703,550

Altitudmsnm35504150358740253497372427722722337534903544334342703550

CUENCA USTUNA 4270ZONA DE CULTIVOS 3550

42703550

234.77

233.36

254.51

272.13

189.65

211.57

201.56

233.48

200.39

APACHETA

Pp Acum.

1,075.2

1,991.2

3,003.9

3,715.2

4,414.6

5,186.5

6,028.2

6,718.0

7,525.7

8,324.2

LONGI TUD DE REGI S TRO: PRECI PI TACI ON MEDI A MENS UAL

9,090.8

9,957.4

10,717.3

11,407.8

12,025.6

12,664.9

13,574.3

14,305.7

15,376.8

16,258.6

17,269.1

18,248.5

Feb. Mar.

227.59 173.39

192.47 184.48

216.44 267.43

169.91 135.95

180.83 216.91

241.58 206.1

200.93 93.77

173.9 135.95

127.9 184.48

319.48 179.51

175.54 275.78

234.32 228.76

166.26 168.85

173.67 158.27

90.71 164.97

189.06 231.71

122.79 269.19

213.36 179.89

168.73 80.25

165.32 136.18

323.36 146.17

246.87 145.11

196.41 180.14

323.36 275.78

90.71 80.25

55.79 52.7

184.95 176.45

169.02 145.38

131.64 135.95

Feb. Mar.

171.53 130.68

145.06 139.04

163.13 201.56

128.06 102.46

136.29 163.48

182.08 155.33

151.44 70.67

131.07 102.46

101.92 139.04

240.79 135.3

132.31 207.86

176.61 172.42

125.31 127.26

130.89 119.29

68.37 124.34

127.17 60.49

124.6 102.64

243.72 110.17

186.06 109.37

150.86 130.2

243.72 207.86

68.37 60.49

42.93 38.39

136.29 127.26

127.61 106.01

120.07 96.11

93.18 83.45

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Cuzco Ayacucho

Total 100.0 100.0 100.0 100.0

65.015.05.0

I II III

Curva I

Pendiente de la Cuenca2%300

Lagunas y Pantanos 500Nevados 500

Oct Nov0 510 010 025 -5

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

LAMINA ACUMULADAmm/Año

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

7.7190.8325.13638.0724.711.5590.909

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

Oct0101025

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.2140.1010.77333.9490.7230.2310.126

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

25.932021.38011000000.861.11

5035303015158101048365

UNIDADES DE RIEGO

52.25 14.6

22.93 6.41

13.1 3.66

9.99 2.79

7.45 2.08

7.03 1.96

6.55 1.83

6.22 1.74

5.73 1.6

4.93 1.38

3.28 0.92

2.46 0.69

167.3 46.74

UNIDADES DE RIEGO

SUPERFICI E150.00

MARCA- PATA

CALENDARIO AGRICOLA

M E S E SE F

= = = = = = = = = =

1,021.5 1,021.5

C A L E N D A R I O A G R Í C O L AE

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

4.63 5.68

4.63 5.29

= = = = =

Hargreaves 01

4.09 4.93

4.43 4.51

4.55 4.07

4.53 3.7

4.11 3.7

5.21 4.58

5.02 5.05

5.24 5.74

5.25 5.79

4.89 5.81

Fecha siembra

0.420.921.111.070.86

0.280.420.921.111.070.86

0.270.520.941.081.020.7

Tipo de Eficiencia

Unidadmm

UnidadºC

19.58%

11.65%

13.71%

4.45%4.20%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

Ayacucho

Unidadmm

mmUnidad

%19.58%

11.65%

13.71%

4.45%4.20%3.92%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

AREA (%)31.23

(Lt/s/ha)

(Lt/s)

Tuberia de Salida

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

Putacca

CUADRO N° 7.29

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

9.5010.3411.47

162491950453043

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficialCobertura vegetal

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

Desnudos sin vegetaciónVegetación escasaVegetación moderada

Hojarasca y otros elementos protectores

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.51.834.665.39

0.50020.5002

9.5010.3411.47

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.5002 0.72280.5002 0.7228

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

HORARIO DESALIDA

5:00 – 10:00 a.m.

4:00 – 6:00 a.m.

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Altitudmsnm3550

41503587402534973724277227223375349035443343

Altitudmsnm355041503587402534973724277227223375349035443343

msnm355041503587402534973724277227223375349035443343

4,2703,550

4,2703,5504,2703,550

Altitudmsnm35504150358740253497372427722722337534903544334342703550

CUENCA USTUNA 4270ZONA DE CULTIVOS 3550

42703550

234.77

233.36

254.51

272.13

189.65

211.57

201.56

233.48

200.39

APACHETA

Pp Acum.

1,075.2

1,991.2

3,003.9

3,715.2

4,414.6

5,186.5

6,028.2

6,718.0

7,525.7

8,324.2

9,090.8

9,957.4

10,717.3

11,407.8

12,025.6

12,664.9

13,574.3

14,305.7

15,376.8

16,258.6

17,269.1

18,248.5

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

7.7190.8325.13638.0724.711.5590.909

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

Oct0101025

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.2140.1010.77333.9490.7230.2310.126

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

25.932021.38011000000.861.11

5035303015158101048365

UNIDADES DE RIEGO

MARCA- PATA

78 29.5

CALENDARIO AGRICOLA

M E S E SF

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

31 3.84

28 3.6

31 3.44

30 3.31

31 3.21

30 2.91

31 2.94

31 3.42

30 3.69

31 4.2

30 4.33

31 4.02

Fecha siembra

Promedio(mm/dia)

0.420.921.111.070.86

0.280.420.921.111.070.86

0.270.520.941.081.020.7

Tipo de Eficiencia Símbolo

Eficiencia de riego ErTipo de Eficiencia Símbolo

Eficiencia de riego ErAyacucho

Unidad Emm 143.1

mm 114.6

mm 87.32

Unidad EºC 11.88

mm 87.32

% 69.15

19.58%

11.65%

13.71%

4.45%4.20%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

Ayacucho

Unidad Emm 143.1

mm 114.6

mm 87.32Unidad E

ºC 11.88

mm 87.32

% 69.1519.58%

11.65%

13.71%

4.45%4.20%3.92%

3.92%3.72%

100.00%

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

AREA (%)31.23

(Lt/s/ha)

(Lt/s)

Tuberia de Salida

0+2720+4320+507

1+0571+0571+510

0+7801+1401+3202+1140+0000+0110+4110+6260+9151+1001+3801+475

1+6401+7981+893

2+2922+3772+379

0+0130+4320+661

0+8780+8910+946

0+9881+076

1+2181+2781+410

1+5701+572

0+1640+215

0+3990+4180+553

0+6900+751

1989 1990

Putacca Choccoro

23.5 ---

31.8 ---

29 ---

37.1 ---

35.4 ---

43.4 ---

39.2 23

45.1 19.2

45.9 19.4

35.7 19.2

29.1 18.6

21.5 18.8

35.1 17.8

31.4 18.8

29.7 17.4

29 19.6

27.9 31.8

0 31.8

34.6 19.8

31.8 21.2PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

CUADRO N° 7.29

1.265 0.909

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

0.9090.909

0.9090.9090.9090.909

9.5010.3411.47

162491950453043

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.5002 0.72280.5002 0.7228

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.72280.7228

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

HORARIO DESALIDA

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Altitudmsnm3550

41503587402534973724277227223375349035443343

Altitudmsnm355041503587402534973724277227223375349035443343

msnm355041503587402534973724277227223375349035443343

4,2703,550

4,2703,5504,2703,550

Altitudmsnm35504150358740253497372427722722337534903544334342703550

42703550

234.77

233.36

254.51

272.13

189.65

211.57

201.56

233.48

200.39

APACHETA

Pp Acum.

1,075.2

1,991.2

3,003.9

3,715.2

4,414.6

5,186.5

6,028.2

6,718.0

7,525.7

8,324.2

9,090.8

9,957.4

10,717.3

11,407.8

12,025.6

12,664.9

13,574.3

14,305.7

15,376.8

16,258.6

17,269.1

18,248.5

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

GENERADA

MANTARO

USTUNA

Papadakis(mm/dia)

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

Feb Mar28 31

7.719 6.8470.832 1.2015.136 4.49938.072 33.3524.71 3.0521.559 2.8310.909 1.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

4.765.086.592.876.306.231.652.915.234.336.036.854.293.813.766.776.095.071.202.852.833.49

Lagunas y Pantanos 500Nevados 500

Oct Nov0 510 010 025 -5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

Feb Mar28 31

1.214 1.070.101 0.170.773 0.69833.949 30.6570.723 0.4710.231 0.4380.126 0.251

0.730.791.030.440.990.970.240.440.760.700.951.070.670.590.601.060.970.780.170.440.450.53

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

Papa 150Cebada 50Haba grano 35Avena 30Trigo 30Pastos asociados 15

CAMP. GRANDE (ha)

Maíz 15Arveja grano 8Alfalfa 10

Arveja verde 10Hortalizas 4Otros (oca, mashua, olluco) 8TOTAL 365Fuente: Plan de des arrollo dis trital y trabajo de cam po.

25.932021.38011000000.861.11

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SF

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

Fecha siembra

0.420.921.111.070.86

0.280.420.921.111.070.86

0.270.520.941.081.020.7

Símbolo

ErSímbolo

ErAyacucho

E143.1

E11.88

CGCGCGCG

CGCGCGCGCG1,021.5

1 1.02

0.62 0.78

0.72 1.1

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

Ayacucho

E143.1

87.32E

1.101.11

69.1519.58% CG11.65% CG13.71% CG7.83% CG

7.83% CG5.97% CG4.45% CG4.20% CG3.92% CG3.92% CG3.72% CG3.43% CG3.43% CG2.95% CG1.96% CG1.47% CG100.00% 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

AREA (%)31.23

(Lt/s/ha)

(Lt/s)

Tuberia de Salida

CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALESPROG. DESCRIPCION DE OBRAS DE ARTE0+012 Inicio de Sifón invertido N° 8

0+204 Válvula de Purga Nº 16

0+272 Válvula de Aire Nº 110+432 Válvula de Purga Nº 170+507 Válvula de Aire N° 12

1+057 Final de Sifón invertido N° 81+057 Inicio de Sifón invertido N° 91+510 Final de Sifón invertido N° 9

0+038 Inicio de Sifón invertido N° 10

0+194 Final de Sifón invertido N° 10

0+623 Válvula de Aire Nº 13

0+780 Inicio de Sifón invertido N° 121+140 Final de Sifón invertido N° 121+320 Res ervorio Nº 02 CºAº V=765.0 m32+114 Válvula de Purga Nº 220+000 Res ervorio Nº 02 CºAº V=765.0 m30+011 Inicio de Sifón invertido N° 130+411 Válvula de Aire Nº 140+626 Válvula de Purga Nº 230+915 Final de Sifón invertido N° 131+100 Inicio de Sifón invertido N° 141+380 Válvula de Purga Nº 241+475 Válvula de Aire Nº 15

1+640 Válvula de Purga Nº 251+798 Final de Sifón invertido N° 141+893 Inicio de Sifón invertido N° 15

2+292 Válvula de Purga Nº 262+377 Final de Sifón invertido N° 152+379 Válvula de Purga Nº 27

0+013 Inicio de Sifón invertido N° 160+432 Válvula de Aire Nº 160+661 Válvula de Purga Nº 28

0+878 Final de Sifón invertido N° 160+891 Inicio de Sifón invertido N° 170+946 Válvula de Purga Nº 29

0+988 Final de Sifón invertido N° 171+076 Inicio de Sifón invertido N° 18

1+218 Válvula de Aire Nº 171+278 Válvula de Purga Nº 301+410 Válvula de Aire Nº 18

1+570 Final de Sifón invertido N° 181+572 Válvula de Purga Nº 31

0+164 Válvula de Purga Nº 320+215 Válvula de Aire Nº 19

0+399 Final de Sifón invertido N° 190+418 Inicio de Sifón invertido N° 200+553 Válvula de Purga Nº 33

Choccoro

CUADRO N° 7.29

Ppacum(mm)

0.001.362.383.405.106.808.8410.88

13.6118.0335.7142.8646.6049.6652.0454.4256.4658.5060.5461.9163.2764.6365.6566.6768.03

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

0.9090.909

0.9090.9090.9090.909

9.5010.3411.47

162491950453043

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.5

1.834.665.3917.16

0.72280.7228

29.3133.9530.667.691.540.621.141.51.834.665.3917.16

0.72280.7228

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

HORARIO DESALIDA

Factor de Forma(Kf)

430043504400445045004550

012.8625.738.5751.464.2577.1890.25103.44122.47

129273205

607DESCRIPCION

Altitud MESESmsnm Ene.3550 10.6

4150 73587 14.24025 6.93497 11.73724 102772 10.82722 16.93375 13.23490 12.23544 12.93343 13.6

Altitud MESESmsnm Ene.3550 254150 18.23587 24.64025 18.63497 25.53724 232772 30.42722 29.33375 25.13490 27.83544 25.13343 25.2

msnm Ene.3550 -2.84150 -43587 -4.64025 -63497 03724 -3.42772 5.82722 5.23375 -63490 2.83544 -63343 4

4,2703,550

4,2703,5504,2703,550

Altitudmsnm35504150358740253497372427722722337534903544334342703550

42703550

234.77

233.36

254.51

272.13

189.65

211.57

201.56

233.48

200.39

APACHETA

Pp Acum.

1,075.2

1,991.2

3,003.9

3,715.2

4,414.6

5,186.5

6,028.2

6,718.0

7,525.7

8,324.2

9,090.8

9,957.4

10,717.3

11,407.8

12,025.6

12,664.9

13,574.3

14,305.7

15,376.8

16,258.6

17,269.1

18,248.5

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

GENERADA

MANTARO

USTUNA

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

-0.018

-0.0185

0.001105

-1.20E-05

1.44E-07

-2.85E-10

1.070.170.69830.6570.4710.4380.251

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

1505035303015

365Fuente: Plan de des arrollo dis trital y trabajo de cam po.

25.93 11.572 00 021.38 00 011 00 00 00 00 00 00.8 0.661.11 12.17

5035303015158101048365

UNIDADES DE RIEGO

MARCA- PATA

CALENDARIO AGRICOLA

M E S E SF

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

Fecha siembra

0.420.921.111.070.86

0.270.520.941.081.020.7

Símbolo

ErSímbolo

ErAyacucho

E143.1

E11.88

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

Ayacucho

E143.1

87.32E

69.15CGCGCGCG

CGCGCGCGCGCGCGCGCGCGCGCG1,021.5

1 1.02

0.62 0.78

0.72 1.1

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

1.101.11

CULTIVO CAMPAÑA GRANDE UNIDADES DE RIEGO

AREA (%)31.23 52.2513.71 22.937.83 13.17.83 13.15.97 9.994.45 7.454.2 7.033.92 6.553.92 6.553.72 6.223.43 5.733.43 5.732.95 4.931.96 3.281.47 2.46100 167.3

(Lt/s/ha) 0.94(Lt/s/ha) 0.5

(%) 63.63(Lt/s) 100.07(Lt/s) 53.34

Tuberia de Salida

HUARA- CA

UNIDADES DE RIEGO

HUARA- CA

CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALESDESCRIPCION DE OBRAS DE ARTEInicio de Sifón invertido N° 8

Válvula de Purga Nº 16

Válvula de Aire Nº 11Válvula de Purga Nº 17Válvula de Aire N° 12

Válvula de Purga Nº 18Final de Sifón invertido N° 8Inicio de Sifón invertido N° 9Final de Sifón invertido N° 9

Inicio de Sifón invertido N° 10

Final de Sifón invertido N° 10

Válvula de Aire Nº 13

Inicio de Sifón invertido N° 12Final de Sifón invertido N° 12Res ervorio Nº 02 CºAº V=765.0 m3Válvula de Purga Nº 22Res ervorio Nº 02 CºAº V=765.0 m3Inicio de Sifón invertido N° 13Válvula de Aire Nº 14Válvula de Purga Nº 23Final de Sifón invertido N° 13Inicio de Sifón invertido N° 14Válvula de Purga Nº 24Válvula de Aire Nº 15

Válvula de Purga Nº 25Final de Sifón invertido N° 14Inicio de Sifón invertido N° 15

Válvula de Purga Nº 26Final de Sifón invertido N° 15Válvula de Purga Nº 27

Inicio de Sifón invertido N° 16Válvula de Aire Nº 16Válvula de Purga Nº 28

Final de Sifón invertido N° 16Inicio de Sifón invertido N° 17Válvula de Purga Nº 29

Final de Sifón invertido N° 17Inicio de Sifón invertido N° 18

Válvula de Aire Nº 17Válvula de Purga Nº 30Válvula de Aire Nº 18

Final de Sifón invertido N° 18Válvula de Purga Nº 31

Válvula de Purga Nº 32Válvula de Aire Nº 19

Choccoro

Ln(X) (Xi-Xp)^3

Desv . Estándar(S): 9.28670 0.2037

0.762006.15407.2230.14

-299.14149.9091.8630.14-24.0850.74-50.98-260.66

14193.7710.82

-2091.21-2.14

-2190.87-2190.87-403.24

3.78217

µy: 3.78089Parámetros gamma de 2 parámetrosProm.(Ln(x)): 3.78217M3: 497.80633Coeficiente de Sesgo(Cs): 0.73327 0.1065973y: 0.01977

Normal

52.6056.6958.7260.0661.0561.8662.9963.8666.3968.7170.3171.52

22.0124.5928.0430.5332.8036.3237.50

CUADRO N° 7.29

Ppacum(mm)

0.001.362.383.405.106.808.8410.88

13.6118.0335.7142.8646.6049.6652.0454.4256.4658.5060.5461.9163.2764.6365.6566.6768.03

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Qmax (m3/s)

11.5213.2315.59

18.8021.1221.71

162491950453043

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.3133.9530.667.691.540.621.141.51.834.665.3917.16

0.72280.7228

29.31 22.7833.95 22.7830.66 22.787.69 22.781.54 22.780.62 22.781.14 22.781.5 22.781.83 22.784.66 22.785.39 22.7817.16 22.78

0.72280.7228

12.25 17.43

AREA DE CUENCA EN ESTUDIO (Km2)

Método deBürkli- Ziegler

12.5914.0616.02

18.7220.7221.38

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO400040504100415042004250

HORARIO DESALIDA

Factor de Forma(Kf)

430043504400445045004550

RANGO DE PENDIENTES ( %)INFERIOR SUPERIOR

0 12.8512.86 25.725.7 38.5538.57 51.3951.4 64.1364.25 77.0777.18 89.6690.25 102.09103.44 113.59122.47 128.49

129 1.6273 1.44205 1.43

607DESCRIPCION

PENDIENTEPROMEDIO ( %)

TIEMPO DE CONCENTRACIONGIANDIOTTI HrKIRPICH HrCALIFORNIA (U.S.B.R.) HrTEMEZ HrPromedio HrDesviación EstándarVarianzaTIEMPO DE CONCENTRACION ASUM. HrCUADRO N° 3.2: VARIACION MENSUAL DE LA TEMPERATURA MEDIA (°C)

MESESEne.10.6

714.26.911.71010.816.913.212.212.913.6

MESESEne.2518.224.618.625.52330.429.325.127.825.125.2

Ene.-2.8-4-4.6-60-3.45.85.2-62.8-64

4,270 6.63,550 11.9

4,270 17.73,550 24.34,270 -7.33,550 -1.2

Altitudmsnm35504150358740253497372427722722337534903544334342703550

42703550

Mar. Abr.

233.4 91.6

177.9 44.9

266.2 155

311.9 122.8

171.3 69.1

161.1 122.1

142.4 89.6

232.8 148

228.2 277.6

234.77 31.02

233.36 75.44

254.51 116.33

272.13 148.05

189.65 60.63

203.7 29.5

193 117

176.7 80.9

258.2 82.1

211.57 67.28

201.56 64.09

233.48 74.24

200.39 63.72

APACHETA - BELLAVI S TA CHI A

Pp Acum. Pp

1,075.2 680.4

1,991.2 714.3

3,003.9 882.8

3,715.2 714.8

4,414.6 657.1

5,186.5 721.3

6,028.2 734.1

6,718.0 547.3

7,525.7 725.5

8,324.2 638.2

9,090.8 735.9

9,957.4 829.7

10,717.3 732.1

11,407.8 670.8

12,025.6 832.7

12,664.9 862.5

13,574.3 617.4

14,305.7 730.7

15,376.8 833.5

16,258.6 576

17,269.1 1,101.0

18,248.5 967.7

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

GENERADA DISTRITO:

MANTARO PROVINCIA:

USTUNA DEPARTAM.:

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

1.070.170.69830.6570.4710.4380.251

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

1505035303015

11.5700000000000.612.17

50 5035 3530 3030 3015 1515 158 810 1010 104 48 8365 365

UNIDADES DE RIEGO

ENE150.0

CALENDARIO AGRICOLA

M E S E SF

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AE F

QUI QUI

Haba G. Haba G.

AVE F. AVE F.

CEB CEB

TRG TRG

CEBLL CEBLL

PAST PAST

ARV G. ARV G.

ALF ALF

ARV V. ARV V.

Haba V. Haba V.

AJO AJO

MAIZ G. MAIZ G.

OTR OTR

1021.46 1021.46

"INSTALACION DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO ANCHACHUASI VINCHOS, DISTRITO DE VINCHOS - HUAMANGA - AYACUCHO"

Fecha siembra

Símbolo

ErSímbolo

ErAyacucho

E143.1

E11.88

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

Ayacucho

E143.1

87.32E

69.15CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F84.28

1,021.46

UNIDADES DE RIEGO

100.07

Tuberia de Salida

HUARA- CA

UNIDADES DE RIEGO

HUARA- CA

Choccoro

(Xi-Xp)^3

0.2037

0.762006.15407.2230.14

-299.14149.9091.8630.14-24.0850.74-50.98

-260.6614193.77

10.82-2091.21

-2.14-2190.87-2190.87-403.24

0.1065973

CUADRO N° 7.29

Ppacum(mm)

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

24 h(mm)

162491950453043

0.112.51025250500

Rt/ha-año

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

+AMONIO (NH4 )

=CARBONATOS (CO3 )

-3FOSFATOS (PO4 )

=SULFATOS (SO4 )

CLASIFICACION

29.31 22.7833.95 22.7830.66 22.787.69 22.781.54 22.780.62 22.781.14 22.781.5 22.781.83 22.784.66 22.785.39 22.7817.16 22.78

0.72280.7228

12.25 17.43

12.5914.0616.02

18.7220.7221.38

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.72280.7228

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

MAX IMO PROMEDIO4000 39754050 4025.134100 4075.044150 4125.094200 4175.014250 4225

HORARIO DESALIDA

Factor de Forma(Kf)

4300 4275.014350 4325.034400 4375.014450 4425.014500 4475.084550 4525.35

RANGO DE PENDIENTES ( %)SUPERIOR

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

DESCRIPCIONDE LA SUPERFICIE

AREAPERIMETROCOTASCOTA MAXIMACOTA MINIMACENTROIDE ( W GS 1984 UTM ZONE 18S)X (CENTROIDE)Y (CENTROIDE)Z (CENTROIDE)ALTITUDALTITUD MEDIAALTITUD MAS FRECUENTEALTITUD DE FRECUENCIA MEDIAPENDIENTEPENDIENTE PROMEDIO DE LA CUENCA

TIEMPO DE CONCENTRACIONHrHrHrHrHr

HrCUADRO N° 3.2: VARIACION MENSUAL DE LA TEMPERATURA MEDIA (°C)

MESESEne.10.6

714.26.911.71010.816.913.212.212.913.6

MESESEne.2518.224.618.625.52330.429.325.127.825.125.2

Ene.-2.8-4-4.6-60-3.45.85.2-62.8-64

6.611.9

17.724.3-7.3-1.2

Altitudmsnm35504150358740253497372427722722337534903544334342703550

42703550

116.33

148.05

- BELLAVI S TA CHI A

1,101.0

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

DISTRITO:

PROVINCIA:

DEPARTAM.:

Thornthwaite

Hargreaves 02

Valor del CoeficienteCurva I Curva II-0.018 -0.0213-0.0185 0.13580.001105 -0.002296-0.000012 0.00004350.000000144 -0.000000089-2.85E-10 -8.79E-11

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

1.070.170.69830.6570.4710.4380.251

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

GENERADA

MANTARO

ZONA DE CULTIVOS

1505035303015

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SF

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AF

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

"INSTALACION DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO ANCHACHUASI VINCHOS, DISTRITO DE VINCHOS - HUAMANGA - AYACUCHO"

Fecha siembra

Símbolo

ErSímbolo

ErAyacucho

E143.1

E11.88

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F M84.28 91.76

93.18 83.45

1,021.46 1,021.46

3.12 324.19

0.001 0.121

0 0.12

Ayacucho

E143.1

87.32E

73.6543.8235.5020.2844.1433.6625.08

-7.898.878.877.630.945.52

69.15CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

F M84.28 91.76

1,021.46 1,021.46

1.67 172.9

0.001 0.065

0.001 0.063

39.2823.3718.9310.8223.5417.9513.38

-4.214.734.734.070.502.95

UNIDADES DE RIEGO

100.07

Tuberia de Salida

1990 1991

Choccoro

(Xi-Xp)^3

0.2037

0.762006.15407.2230.14

-299.14149.9091.8630.14-24.0850.74-50.98

-260.6614193.77

10.82-2091.21

-2.14-2190.87-2190.87-403.24

0.1065973

CUADRO N° 7.29

Ppacum(mm)

218.4 7.26

0.4 47.96

19.1 16.21

Imax(mm/hr)

5.265.866.68

7.798.618.88

S (m/km)

47.9647.9647.96

Imax60(mm/hr)

11.7113.0714.90

17.4119.2719.88

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

PRECIPITACIÓN PROBABLE MAXIMA

24 h(mm)

162491950453043

0.112.51025250500

R Kt/ha-año MO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.72280.7228

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.7228 0.47140.7228 0.4714

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

HORARIO DESALIDA

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESEne.10.6

714.26.911.71010.816.913.212.212.913.6

MESESEne.2518.224.618.625.52330.429.325.127.825.125.2

Ene.-2.8-4-4.6-60-3.45.85.2-62.8-64

6.611.9

17.724.3-7.3-1.2

Altitud MESESmsnm Ene.3550 764150 693587 744025 -3497 923724 -2772 662722 803375 753490 933544 593343 784270 693550 78

42703550

4270 2.63550 1.6

4270 4.843550 4.84

116.33

148.05

1,101.0

173.39

184.48

267.43

135.95

216.91

135.95

184.48

179.51

275.78

228.76

168.85

158.27

164.97

231.71

269.19

179.89

136.18

146.17

145.11

180.14

275.78

176.45

145.38

135.95

130.68

139.04

201.56

102.46

163.48

155.33

102.46

139.04

207.86

172.42

127.26

119.29

124.34

102.64

110.17

109.37

207.86

127.26

106.01

DISTRITO:

PROVINCIA:

DEPARTAM.:

Thornthwaite

Hargreaves 02

31 2.87

28 2.71

31 2.55

30 2.4

31 2.34

30 2.13

31 2.12

31 2.43

30 2.59

31 2.91

30 3.06

31 3.03

Valor del CoeficienteCurva II-0.02130.1358-0.0022960.0000435-0.000000089-8.79E-11

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

Promedio(mm/dia)

65.015.05.0

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

1.070.170.69830.6570.4710.4380.251

33.9530.667.691.540.621.141.51.834.665.3917.16

DESCRIPCION

FlotadorTributario Azabrán (puente)

GENERADA DISTRITO:

MANTARO PROVINCIA:

ZONA DE CULTIVOS DEPARTAM.:

1505035303015

Flotador

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SF M

= = = = = = = = = =

1,021.5 1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

= = = = =

Fecha siembra

Etapa inicial o de establecimiento del cultivo, Etapa de rápido desarrollo del cultivo,Etapa de mediados de la temporada o de máximo uso

ConsuntivoEtapa de maduración y cosecha.

Símbolo

ErSímbolo

ErAyacucho

E F143.1 150.86

114.6 127.61

87.32 93.18

E F11.88 11.19

87.32 93.18

69.15 67.8

CG CGCG CGCG CGCG CG

CG CGCG CG

CG CGCG CGCG CGCG CGCG CG1,021.5 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

E143.1

87.32E

73.6543.8235.5020.2844.1433.6625.08

-7.898.878.877.630.945.52

69.15CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

39.2823.3718.9310.8223.5417.9513.38

-4.214.734.734.070.502.95

UNIDADES DE RIEGO

100.07

Tuberia de Salida

Choccoro

(Xi-Xp)^3

0.2037

0.762006.15407.2230.14

-299.14149.9091.8630.14-24.0850.74-50.98

-260.6614193.77

10.82-2091.21

-2.14-2190.87-2190.87-403.24

0.1065973

CUADRO N° 7.29

Ppacum(mm)

Imax(mm/hr)

S (m/km)

47.9647.9647.96

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

C Creager

24 h(mm)

100Cobertura vegetalVariada de hoja ancha y coniferasFloresta conifera y pastos altosPastos bajos y arbustosDesierto y arbusto

162491950453043

0.112.51025250500

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.7228 0.47140.7228 0.4714

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

HORARIO DESALIDA

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

Coeficiente de Compacidad (Gravelius)Longitud ( // al curso más largo)Ancho MedioRadio de CircularidadFactor de FormaRelacion de elongación

MESESEne.10.6

714.26.911.71010.816.913.212.212.913.6

MESESEne.2518.224.618.625.52330.429.325.127.825.125.2

Ene.-2.8-4-4.6-60-3.45.85.2-62.8-64

6.611.9

17.724.3-7.3-1.2

MESESEne.

766974-

6680759359786978

4270 693550 78

2.61.6

4.844.84

1992 1993

116.33

148.05

1,101.0

Mar. Abr.

173.39 67.25

184.48 47.94

267.43 113.15

135.95 69.56

216.91 60.87

206.1 102.58

93.77 74.73

135.95 54.17

184.48 116.09

179.51 87.37

275.78 38.92

228.76 50.84

168.85 63.33

158.27 35.02

164.97 47.24

231.71 71.21

269.19 84.37

179.89 19.51

80.25 70.85

136.18 60.87

146.17 103.75

145.11 123.73

180.14 71.06

275.78 123.73

80.25 19.51

52.7 27.74

176.45 68.4

145.38 51.67

135.95 39.75

Mar. Abr.

130.68 50.69

139.04 36.13

201.56 85.28

102.46 52.43

163.48 45.87

155.33 77.31

70.67 56.32

102.46 40.83

139.04 87.5

135.3 65.85

207.86 29.33

172.42 38.31

127.26 47.73

119.29 26.39

124.34 35.6

60.49 53.4

102.64 45.87

110.17 78.2

109.37 93.25

130.2 55.07

207.86 93.25

60.49 26.39

38.39 20.45

127.26 50.69

106.01 39.57

96.11 34.35

83.45 32.36

DISTRITO:

PROVINCIA:

DEPARTAM.:

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva I Curva II

500500

Nov Dic5 350 350 25-5 0

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.2838.0733.359.231.990.831.291.68

24.965.8618.22

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

1.070.170.69830.6570.4710.4380.251

33.9530.667.691.540.621.141.51.834.665.3917.16

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

1505035303015

METODODE AFORO

AFOROm3/seg

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SM

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

Fecha siembra

hcial 40 días

Etapa inicial o de establecimiento del cultivo, Etapa de rápido desarrollo del cultivo,Etapa de mediados de la temporada o de máximo uso

ConsuntivoEtapa de maduración y cosecha.

PAPA180

1ro. l'bl.

45 días55 días40 días-----:¡¡¡f días

Símbolo

ErSímbolo

ErAyacucho

F150.86

127.61

F11.19

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

F150.86

127.61

93.18F

73.6543.8235.5020.2844.1433.6625.08

-7.898.878.877.630.945.52

67.8CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

39.2823.3718.9310.8223.5417.9513.38

-4.214.734.734.070.502.95

UNIDADES DE RIEGO

100.07

Tuberia de Salida

Choccoro

(Xi-Xp)^3

0.2037

0.762006.15407.2230.14

-299.14149.9091.8630.14-24.0850.74-50.98-260.66

14193.7710.82

-2091.21-2.14

-2190.87-2190.87-403.24

0.1065973

CUADRO N° 7.29

Ppacum(mm)

68.03 16.07

Qmax(m3/s)

8.6710.7813.85

17.9520.8521.27

Imax(mm/hr)

0.909 63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

52.77457.422

68.02871.55276.79577.544

12.25 17.43

C Creager

12.5914.0616.02

18.7220.7221.38

24 h(mm)

162491950453043

0.112.51025250500

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

Templado

Templado y seco

HORARIO DESALIDA

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb.10.6

6.912.36.711.39.910.516.312.812.112.713.3

MESESFeb.2318.822.417.422.421.728.628.824.121.624.127.6

Feb.-4-2.4-3.2-40.2-1.84.31.4-21.4-24.8

6.611.9

17.724.3-7.3-1.2

MESESEne.

766974-

6680759359786978

2.61.6

4.844.84

116.33

148.05

Pp Pp Acum.

680.4 680.4

714.3 1,394.7

882.8 2,277.5

714.8 2,992.3

657.1 3,649.4

721.3 4,370.7

734.1 5,104.8

547.3 5,652.1

725.5 6,377.6

638.2 7,015.7

735.9 7,751.7

829.7 8,581.3

732.1 9,313.4

670.8 9,984.2

832.7 10,816.9

862.5 11,679.4

617.4 12,296.8

730.7 13,027.5

833.5 13,861.0

576 14,437.0

1,101.0 15,538.0

967.7 16,505.7

113.15

102.58

116.09

103.75

123.73

DISTRITO:

PROVINCIA:

DEPARTAM.:

PPm T° Min.

(mm) (°C)

225 -7.3

227.8 -4.4

208.1 -3.7

82.1 -5.7

20.7 -8.2

11.1 -8.3

20.1 -9.1

28.6 -13

38.7 -8.1

73.6 -5.8

79.5 -9

147.9 -6.1

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

65.015.05.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

6.8471.2014.49933.3523.0522.8311.713

31.28 134.938.07 134.933.35 134.99.23 134.91.99 134.90.83 134.91.29 134.91.68 134.9

2 134.94.96 134.95.86 134.918.22 134.9

I II III

Curva I

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

1.070.170.69830.6570.4710.4380.251

29.31 22.78

33.95 22.7830.66 22.787.69 22.781.54 22.780.62 22.781.14 22.781.5 22.781.83 22.784.66 22.785.39 22.7817.16 22.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

PPm T° Min.

(mm) (°C)

143.1 -1.2

150.9 -1.1

130.2 0.2

55.1 -1.7

14.4 -4.2

7.5 -4

14.6 -3.9

18.8 -6.1

26.6 -2.7

47.1 -0.9

51.2 -4.1

97.2 -1

1505035303015

METODODE AFORO

AFOROm3/seg

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SM

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

40 días

PAPA180

1ro. l'bl.

45 días55 días40 días-----:¡¡¡f días

Símbolo

ErSímbolo

ErAyacucho

F150.86

127.61

F11.19

CGCGCGCG

CGCGCGCGCG1,021.5

1.02 0.86

0.78 0.85

1.1 1.02

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

F150.86

127.61

93.18F

0.931.07

73.6543.8235.5020.2844.1433.6625.08

-7.898.878.877.630.945.52

67.8CGCGCGCG

1.02 0.86

0.78 0.85

1.1 1.02

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

0.931.07

39.2823.3718.9310.8223.5417.9513.38

-4.214.734.734.070.502.95

UNIDADES DE RIEGO

100.07

Tuberia de Salida

1991 1992

Choccoro

(Xi-Xp)^3

0.2037

0.1065973

20 3017.5319.5822.3224.3026.1028.9029.84

CUADRO N° 7.29

Ppacum(mm)

Imax(mm/hr)

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

C Creager

24 h(mm)

162491950453043

0.112.51025250500

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb.10.6

6.912.36.711.39.910.516.312.812.112.713.3

MESESFeb.2318.822.417.422.421.728.628.824.121.624.127.6

Feb.-4-2.4-3.2-40.2-1.84.31.4-21.4-24.8

6.611.9

17.724.3-7.3-1.2

MESESEne.

766974-

6680759359786978

2.61.6

4.844.84

116.33

148.05

Pp Acum.

1,394.7

2,277.5

2,992.3

3,649.4

4,370.7

5,104.8

5,652.1

6,377.6

7,015.7

7,751.7

8,581.3

9,313.4

9,984.2

10,816.9

11,679.4

12,296.8

13,027.5

13,861.0

14,437.0

15,538.0

16,505.7

113.15

102.58

116.09

103.75

123.73

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

3.13 3.11 2.70 2.86 3.45 3.42 3.13 3.79 3.41 3.52 3.50

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva I

1.110.932.410.911.162.010.800.692.341.390.951.180.970.690.731.411.550.730.680.791.592.37

500500

Nov500-5

97.0387.0883.785.8

106.95102.6

97.03117.49102.3109.12105103.541197.64

Mar Abr31 30

1.07 0.3610.17 0.0850.698 0.17530.657 7.690.471 0.110.438 0.0950.251 0.092

0.150.120.350.130.160.290.120.090.340.200.120.150.130.090.100.190.220.090.100.110.250.36

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

METODODE AFORO

11.5700000000000.612.17

50 5035 3530 3030 3015 1515 158 810 1010 104 48 8365 365

UNIDADES DE RIEGO

FEB150.0

CALENDARIO AGRICOLA

M E S E SM

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AF M

QUI QUI

Haba G. Haba G.

AVE F. AVE F.

CEB CEB

TRG TRG

CEBLL CEBLL

PAST PAST

ARV G. ARV G.

ALF ALF

ARV V. ARV V.

Haba V. Haba V.

AJO AJO

MAIZ G. MAIZ G.

OTR OTR

1021.46 1021.46

40 días

Símbolo

ErSímbolo

ErAyacucho

F150.86

127.61

F11.19

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

F150.86

127.61

93.18F

73.6543.8235.5020.2844.1433.6625.08

-7.898.878.877.630.945.52

67.8CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

0.931.07

UNIDADES DE RIEGO

100.07

Tuberia de Salida

Choccoro

(Xi-Xp)^3

0.2037

0.1065973

Log-NormalII

52.1257.0459.6661.4662.8163.9565.5666.8470.6874.3977.0779.16

17.5319.5822.3224.3026.1028.9029.84

CUADRO N° 7.29

Ppacum(mm)

Imax(mm/hr)

0.18 0.31

63.721

0.310.310.31

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

C Creager

24 h(mm)

162491950453043

Factor de entrega f0.1 0.51 0.352.5 0.310 0.2525 0.18250 0.1500 0.08

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

17.29 0.7591

Caudal unitario (m3/s/Km2)

0.505860.580640.68433

0.825190.927160.95298

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb.10.6

6.912.36.711.39.910.516.312.812.112.713.3

MESESFeb.2318.822.417.422.421.728.628.824.121.624.127.6

Feb.-4-2.4-3.2-40.2-1.84.31.4-21.4-24.8

6.6 611.9 11.2

17.7 16.924.3 22.9-7.3 -4.4-1.2 -1.1

MESESEne.

766974-

6680759359786978

2.61.6

4.844.84

1993 1994

116.33

148.05

Pp Acum.

1,394.7

2,277.5

2,992.3

3,649.4

4,370.7

5,104.8

5,652.1

6,377.6

7,015.7

7,751.7

8,581.3

9,313.4

9,984.2

10,816.9

11,679.4

12,296.8

13,027.5

13,861.0

14,437.0

15,538.0

16,505.7

113.15

102.58

116.09

103.75

123.73

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Thornthwaite

Hargreaves 02

Ayacucho

Total 100.0 100.0 100.0 100.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

97.03 136.7187.08 117.0483.7 119.3585.8 103.8

106.95 105.09102.6 92.1

97.03 94.55117.49 111.6102.3 118.2109.12 135.78105 134.4103.54 142.291197.64 1410.91

Hargreaves 01

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva I

1.110.932.410.911.162.010.800.692.341.390.951.180.970.690.731.411.550.730.680.791.592.37

500500

Nov500-5

97.03 136.7187.08 117.0483.7 119.3585.8 103.8

106.95 105.09102.6 92.1

97.03 94.55117.49 111.6102.3 118.2109.12 135.78105 134.4103.54 142.291197.64 1410.91

Hargreaves 01

0.3610.0850.1757.690.110.0950.092

0.150.120.350.130.160.290.120.090.340.200.120.150.130.090.100.190.220.090.100.110.250.36

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

METODODE AFORO

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

14.6 27.03

6.41 11.86

3.66 6.78

2.79 5.17

2.08 3.85

1.96 3.64

1.83 3.39

1.74 3.22

1.6 2.97

1.38 2.55

0.92 1.69

0.69 1.27

46.74 86.56

UNIDADES DE RIEGO

COCHA- NAN

1.5 2.5

29.5 59.5

CALENDARIO AGRICOLA

M E S E SM

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AM

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

Hargreaves 02

40 días

Símbolo

ErSímbolo

ErAyacucho

F150.86

127.61

F11.19

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

F150.86

127.61

93.18F

67.8CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

UNIDADES DE RIEGO

100.07

Tuberia de Salida

Choccoro

(Xi-Xp)^3 Log(X)

0.2037

1.6601.7591.7181.6801.5811.7001.6931.6801.6221.6861.6141.5841.8391.6721.5051.6381.5021.5021.573

0.1065973

Log-NormalII

CUADRO N° 7.29

Imax(mm/hr)

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

C Creager

24 h(mm)

162491950453043

Factor de entrega f0.50.350.30.250.180.10.08

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

17.29 0.7591

0.505860.580640.68433

0.825190.927160.95298

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

0.7591

0.505860.580640.68433

0.825190.927160.95298

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb.10.6

6.912.36.711.39.910.516.312.812.112.713.3

MESESFeb.2318.822.417.422.421.728.628.824.121.624.127.6

Feb.-4-2.4-3.2-40.2-1.84.31.4-21.4-24.8

16.922.9-4.4-1.1

MESESEne. Feb.

76 7869 6874 78- -

92 95- -

66 6980 8475 7693 9259 5878 8169 6878 81

2.61.6

4.84 4.324.84 4.32

116.33

148.05

Pp Acum.

1,394.7

2,277.5

2,992.3

3,649.4

4,370.7

5,104.8

5,652.1

6,377.6

7,015.7

7,751.7

8,581.3

9,313.4

9,984.2

10,816.9

11,679.4

12,296.8

13,027.5

13,861.0

14,437.0

15,538.0

16,505.7

113.15

102.58

116.09

103.75

123.73

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Ayacucho

Total 100.0 100.0 100.0 100.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva I Curva II

1.110.932.410.911.162.010.800.692.341.390.951.180.970.690.731.411.550.730.680.791.592.37

500500

Nov Dic5 350 350 25-5 0

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.3610.0850.1757.690.110.0950.092

0.150.120.350.130.160.290.120.090.340.200.120.150.130.090.100.190.220.090.100.110.250.36

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

METODODE AFORO

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SM

= = = = =

1,021.5

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

40 días

Símbolo

ErSímbolo

ErAyacucho Latitud:

F M150.86 130.2

127.61 106.01

93.18 83.45

F M11.19 11.5

93.18 83.45

67.8 67.2

Altitud:Eficiencia de Riego:

CG CGCG CG

CG CGCG CGCG CGCG CGCG CG1,021.5 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M91.76

1,021.46

324.19

Ayacucho

F150.86

127.61

93.18F

67.8CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M A91.76 93.9

1,021.46 943.56

172.9 566.89

0.065 0.219

0.063 0.232

129.0476.7862.2855.6234.5926.3720.79

32.8238.8331.18

22.5819.426.899.68

UNIDADES DE RIEGO

100.07

Tuberia de Salida

Choccoro

Log(X)

0.2037

0.1065973

Log-NormalII

CUADRO N° 7.29

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

C Creager

100Cobertura vegetal aVariada de hoja ancha y coniferas 116Floresta conifera y pastos altos 3196Pastos bajos y arbustos 17472Desierto y arbusto 34228

162491950453043

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

0.7591

0.505860.580640.68433

0.825190.927160.95298

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.4714 0.10990.4714 0.1099

0.7591

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb.10.6

6.912.36.711.39.910.516.312.812.112.713.3

MESESFeb.2318.822.417.422.421.728.628.824.121.624.127.6

Feb.-4-2.4-3.2-40.2-1.84.31.4-21.4-24.8

16.922.9-4.4-1.1

MESESFeb.

786878-

6984769258816881

2.61.6

4.324.32

Abr. May.

91.6 57.7

44.9 12.7

155 43.7

122.8 22.4

69.1 18.5

122.1 20.7

89.6 39.1

277.6 40.9

31.02 69.8

75.44 111.39

116.33 52.17

148.05 19.25

60.63 22.56

29.5 8

80.9 13

82.1 36.53

67.28 29.93

64.09 28.51

74.24 33.03

63.72 28.35

Pp Acum.

1,394.7

2,277.5

2,992.3

3,649.4

4,370.7

5,104.8

5,652.1

6,377.6

7,015.7

7,751.7

8,581.3

9,313.4

9,984.2

10,816.9

11,679.4

12,296.8

13,027.5

13,861.0

14,437.0

15,538.0

16,505.7

113.15

102.58

116.09

103.75

123.73

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Ayacucho

Total 100.0 100.0 100.0 100.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

1.110.932.410.911.162.010.800.692.341.390.951.180.970.690.731.411.550.730.680.791.592.37

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.3610.0850.1757.690.110.0950.092

0.150.120.350.130.160.290.120.090.340.200.120.150.130.090.100.190.220.090.100.110.250.36

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

METODODE AFORO

11.5700000000000.612.17

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SM A

= = = = =

= = = = = = = = = =

= = = = =

1,021.5 943.6

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

= = = = =

40 días

ETo ELEGI DO (mm/dia)

Símbolo

ErSímbolo

ErLatitud:

M130.2

106.01

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M A91.76 93.9

83.45 32.36

1,021.46 943.56

324.19 1,062.92

0.121 0.41

0.12 0.43

Ayacucho Latitud:

F M150.86 130.2

127.61 106.01

93.18 83.45F M

11.19 11.5

241.95143.96116.78104.2964.8649.4538.99

61.5472.8058.46

42.3436.4112.9318.15

Altitud:Eficiencia de Riego:

93.18 83.45

67.8 67.2CG CGCG CGCG CGCG CG

CG CGCG CGCG CGCG CGCG CGCG CGCG CGCG CGCG CGCG CGCG CGCG CG1,021.5 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

566.89

129.0476.7862.2855.6234.5926.3720.79

32.8238.8331.18

22.5819.426.899.68

UNIDADES DE RIEGO

52.25 14.6

22.93 6.41

13.1 3.66

9.99 2.79

7.45 2.08

7.03 1.96

6.55 1.83

6.22 1.74

5.73 1.6

4.93 1.38

3.28 0.92

2.46 0.69

167.3 46.74

0.94 0.94

0.5 0.5

63.63 63.63

100.07 27.96

53.34 14.9

Tuberia de Salida

MARCA- PATA

1992 1993

Choccoro

Log(X)

0.2037 0.08847

1.64257

0.1065973 g: 0.1065973

Log-NormalII

CUADRO N° 7.29

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

Ppmax 24h(mm)

C Creager

1163196

1747234228

162491950453043

KMO 4%

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.47140.4714

0.7591

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.10990.1099

0.7591

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

PROMEDIO39754025.134075.044125.094175.014225

4275.014325.034375.014425.014475.084525.35

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESFeb. Mar.10.6 10.5

6.9 6.912.3 12.96.7 6.711.3 11.19.9 9.610.5 10.316.3 16.512.8 12.712.1 11.812.7 12.513.3 13.3

MESESFeb. Mar.23 23.218.8 16.422.4 2217.4 18.822.4 22.221.7 21.228.6 28.628.8 28.424.1 24.621.6 25.424.1 24.627.6 24.4

Feb. Mar.-4 -1.2-2.4 -1.8-3.2 -1.8-4 -2.80.2 0-1.8 -0.24.3 01.4 5.3-2 -21.4 3.8-2 -24.8 1

16.922.9-4.4-1.1

MESESFeb.

786878-

6984769258816881

69 6878 81

2.6 2.51.6 1.4

4.324.32

LONGITUD (W)

74°16'00''

74°38'44''

74°12'27''

74°28'23''

74°20'32''

74°17'54''

74°21'01''

1994 1995

111.39

Pp Acum.

1,394.7

2,277.5

2,992.3

3,649.4

4,370.7

5,104.8

5,652.1

6,377.6

7,015.7

74°34'59''

7,751.7

8,581.3

9,313.4

9,984.2

10,816.9

11,679.4

12,296.8

13,027.5

13,861.0

14,437.0

15,538.0

16,505.7

Abr. May.

67.25 32.37

47.94 0

113.15 43.71

69.56 16.69

60.87 3.17

102.58 18.45

74.73 14.45

54.17 2.47

116.09 7.17

87.37 47.66

38.92 88.96

50.84 15.9

63.33 19.39

35.02 6.11

47.24 0

71.21 4.94

84.37 9.05

19.51 16.1

70.85 26.2

60.87 9.52

103.75 5.29

123.73 5.88

71.06 17.88

123.73 88.96

19.51 0

27.74 20.56

68.4 11.99

51.67 5.43

39.75 2.54

Abr. May.

50.69 24.39

36.13 0

85.28 32.94

52.43 12.58

45.87 2.39

77.31 13.9

56.32 10.89

40.83 1.86

87.5 5.4

65.85 35.92

29.33 67.05

38.31 11.98

47.73 14.61

26.39 4.61

35.6 0

53.4 19.75

45.87 7.17

78.2 3.99

93.25 4.43

55.07 14.41

93.25 67.05

26.39 0

20.45 16.47

50.69 10.89

39.57 4.21

34.35 1.49

32.36 0

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Ayacucho

Total 100.0 100.0 100.0 100.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.3610.0850.1757.690.110.0950.092

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

METODODE AFORO

21.600000000000.822.4

5035303015158101048365

UNIDADES DE RIEGO

COCHA- NAN

CALENDARIO AGRICOLA

M E S E SA

= = = = =

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

40 días

Símbolo %

Er 40Símbolo %

Er 75Latitud:

M130.2

106.01

CGCGCGCG

CGCGCGCGCG1,021.5

0.85 1.12

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

1,062.92

Latitud:

M130.2

106.01

83.45M

0.620.86

67.2CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

566.89

129.0476.7862.2855.6234.5926.3720.79

32.8238.8331.18

22.5819.426.899.68

UNIDADES DE RIEGO

RESUMEN DE LONGITUD DE LOS CANALESDESCRIPCION LONG.(M.L)

Tuberia de Salida 232.5

Línea de Conducción Principal 17,365.32

Lateral Nº 01 -SUMACCPATA 1,510.00

Lateral Nº 02 - MARCAPATA 2,114.00

Lateral Nº 03 - TAMBO A y B -

Lateral Nº 04 - COCHANAN 2,379.00

Lateral Nº 05 - ICHUPUCRO 1,572.00

MARCA- PATA

Lateral Nº 06 - TINTANKAYUCC 751

Lateral Nº 07 - CCAYHUACANCHA 1,206.00

Lateral Nº 08 - PALLCCACCASA 1,832.00

Lateral Nº 09 - ACHUPAYOCC 579

Lateral Nº 10 - TIMPOCC TICATICA 2,397.00

Lateral Nº 11 - URCCUN -

Lateral Nº 12 - RODEOPAMPA 2,439.00

Lateral Nº 13 - ÑUÑUNGAYOCC 676

Lateral Nº 15 - SUMACCPAMPA 955

Lateral Nº 14 - SAYHUA -

Lateral Nº 16 - WAYNACURIYOCC 820

Lateral Nº 17 - UCCICHKA 714

37,541.82

KM 37+541.82CUADRO DE OBRAS DE ARTE EN LOS CANALES LATERALES

DESCRIPCION DE OBRAS DE ARTEInicio de Sifón invertido N° 8

Choccoro Allpachaca

--- 45.7

--- 57.4

--- 35.9

--- 34.5

--- 38.1

--- 28.3

23 35.2

19.2 21.1

19.4 41.9

19.2 28.5

18.6 28.5

18.8 25.4

17.8 69

18.8 27.6

17.4 28.2

19.6 43.5

31.8 26

31.8 0

19.8 37.4

21.2 34.3PRECI PI TACI ON MAXI MA EN 24 HORAS (mm)

Log(X)

0.08847

g: 0.1065973

30 4014.8516.5918.9120.5822.1124.4825.27

CUADRO N° 7.29

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

C Creager

1163196

1747234228

162491950453043

K LSMO 4% Fact Top

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.4714 0.10990.4714 0.1099

0.7591

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.10990.1099

17.43 16.07

0.7591

Método del H.U Triangular - Ppmax 24h

8.6710.7813.85

17.9520.8521.27

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

ALTITUD MEDIA DE LA CUENCAAREA ( Km2)

AREA ( Km2)0.89

1.321.2

1.992.332.79

Perímetro(km)

Coeficiente deCompacidad

3.643.942.321.36

0.760.25

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESMar.10.5

6.912.96.711.19.610.316.512.711.812.513.3

MESESMar.23.216.42218.822.221.228.628.424.625.424.624.4

Mar.-1.2-1.8-1.8-2.80-0.205.3-23.8-21

16.922.9-4.4-1.1

MESESFeb.

786878-

6984769258816881

2.51.4

4.324.32

111.39

- BELLAVI S TA CHI A CO - CHOCCORO

Pp Acum. Pp

680.4 843

1,394.7 839.8

2,277.5 1,245.0

2,992.3 872.1

3,649.4 874.3

4,370.7 958.4

5,104.8 1,006.2

5,652.1 856.9

6,377.6 1,113.0

7,015.7 1,274.3

7,751.7 1,139.6

8,581.3 898.6

9,313.4 895

9,984.2 1,032.9

10,816.9 1,151.5

11,679.4 1,176.1

12,296.8 1,055.0

13,027.5 1,102.3

13,861.0 863.1

14,437.0 917.5

15,538.0 1,156.6

16,505.7 1,404.6

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Ayacucho

Total 100.0 100.0 100.0 100.0

I II III

Curva II

500500

Dic3535250

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.3610.0850.1757.690.110.0950.092

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

21.600000000000.822.4

50 5035 3530 3030 3015 1515 158 810 10104 48 8365 355

UNIDADES DE RIEGO

MAR150.0

CALENDARIO AGRICOLA

M E S E SA

= = = = =

C A L E N D A R I O A G R Í C O L AM A

QUI QUI

Haba G. Haba G.

AVE F. AVE F.

CEB CEB

TRG TRG

PAST PAST

ARV G. ARV G.

ALF ALF

ARV V.

Haba V. Haba V.

AJO AJO

MAIZ G. MAIZ G.

OTR OTR

1021.46 943.56

40 días

75Latitud:

M130.2

106.01

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

1,062.92

Latitud:

M130.2

106.01

83.45M

0.620.86

67.2CGCGCGCG

0.85 1.12

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

566.89

0.620.86

129.0476.7862.2855.6234.5926.3720.79

32.8238.8331.18

22.5819.426.899.68

UNIDADES DE RIEGO

RESUMEN DE LONGITUD DE LOS CANALESLONG.(M.L)

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

Log(X)

0.08847

g: 0.1065973

CUADRO N° 7.29

7.26 0.4

47.96 68.03

16.21 16.211

0.400.400.40

Pp max24h

52.7757.4263.72

71.5576.8077.54

P1h(mm)

11.70813.07114.896

63.721

17.41219.26619.884

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

C Creager

1163196

1747234228

162491950453043

LSFact Top

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

0.10990.1099

17.43 16.07

0.7591

8.6710.7813.85

17.9520.8521.27

22.78 667.7322.78 773.3622.78 698.3622.78 175.1722.78 35.122.78 14.1822.78 25.9422.78 34.0722.78 41.6922.78 106.122.78 122.6822.78 391

0.10990.1099

0.7591

ESCURRIMIENTO ESTIMADO (lt/seg)

Rendimiento promedio (Lt/seg/Km2)

8.6710.7813.85

17.9520.8521.27

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

55 km.

100 km.

80 km.

120 km.

Perímetro(km)

3.643.942.321.36

0.760.25

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESMar.10.5

6.912.96.711.19.610.316.512.711.812.513.3

MESESMar.23.216.42218.822.221.228.628.424.625.424.624.4

Mar.-1.2-1.8-1.8-2.80-0.205.3-23.8-21

6 6.311.2 11.5

16.9 16.622.9 22.9-4.4 -3.7-1.1 0.2

MESESFeb.

786878-

6984769258816881

2.51.4

4.324.32

111.39

CO - CHOCCORO

1,245.0

1,006.2

1,113.0

1,274.3

1,139.6

1,032.9

1,151.5

1,176.1

1,055.0

1,102.3

1,156.6

1,404.6

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Ayacucho Junín

Total 100.0 100.0 100.0 100.0

30.030.05.0

I II III

Curva II

Pendiente de la Cuenca2% 8%300 250

500500

Dic Ene35 4035 3025 300 20

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

2.4110.6751.2469.2330.7930.6950.691

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.3610.0850.1757.690.110.0950.092

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

1505035303015

21.600000000000.822.4

503530301515810

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SA

= = = = =

C A L E N D A R I O A G R Í C O L AA

Haba G.

AVE F.

ARV G.

Haba V.

MAIZ G.

943.56

40 días

75Latitud:

M130.2

106.01

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

1,062.92

Latitud:

M130.2

106.01

83.45M

67.2CGCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

566.89

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

1993 1994

Allpachaca

Log(X)

0.08847

g: 0.1065973

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNADISTRIBUCION GAUSSIANA DISTRIBUCION GAMMA

1-F(Z)

0.2000.1000.0670.0500.0400.0330.0250.0200.0100.0050.0030.002

CUADRO N° 7.29

-13.50-12.14-11.12-10.10-8.40-6.70-4.66-2.62

16.211

0.104.5222.2129.3533.1036.1638.5440.9242.9645.0047.0448.4049.7651.1252.1453.1654.52

Pp max24h

63.721

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

17.29 0.7591

485 700

C Creager

0.505860.580640.68433

0.825190.927160.95298

48 h(mm)

1163196

1747234228

n1.41.262.070.68

LSFact Top

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

22.78 667.7322.78 773.3622.78 698.3622.78 175.1722.78 35.122.78 14.1822.78 25.9422.78 34.0722.78 41.6922.78 106.122.78 122.6822.78 391

0.10990.1099

0.7591

8.6710.7813.85

17.9520.8521.27

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.10990.1099

0.7591

8.6710.7813.85

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.21.99

2.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

12.8525.738.5551.3964.1377.0789.66102.09113.59128.49

1.61.441.43

MESESMar.10.5

6.912.96.711.19.610.316.512.711.812.513.3

MESESMar.23.216.42218.822.221.228.628.424.625.424.624.4

Mar.-1.2-1.8-1.8-2.80-0.205.3-23.8-21

6.311.5

16.622.9-3.70.2

MESESFeb. Mar.

78 7768 6778 75- -

95 94- -

69 6984 8476 7692 9358 5881 7968 6781 79

2.51.4

4.32 4.514.32 4.51

1995 1996

111.39

CO - CHOCCORO

1,245.0

1,006.2

1,113.0

1,274.3

1,139.6

1,032.9

1,151.5

1,176.1

1,055.0

1,102.3

1,156.6

1,404.6

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Hargreaves 01 (mm/dia)

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

30.030.05.0

I II III

Curva II

500500

Ene40303020

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

Abr May30 31

2.411 0.9690.675 0.0771.246 0.2689.233 1.990.793 0.1670.695 0.1050.691 0.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

0.310.100.510.240.170.350.180.100.340.430.970.220.200.110.080.190.240.170.250.160.270.31

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

Abr May30 31

0.361 0.1480.085 0.0110.175 0.0357.69 1.5410.11 0.0210.095 0.0130.092 0.013

0.040.010.070.030.020.040.020.010.040.060.150.030.030.010.010.020.030.020.030.020.030.04

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

41.113.7

9.598.228.224.11

4.112.192.742.741.12.19

21.600000000000.822.4

503530301515810

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SA

= = = = =

Haba G.

AVE F.

ARV G.

Haba V.

MAIZ G.

943.56

40 días

75Latitud:

M A130.2 55.07

106.01 39.57

83.45 32.36

M A11.5 11.25

83.45 32.36

67.2 70.24

CG CGCG CGCG CGCG

CG CGCG CG

CGCG CGCG CGCG CGCG CG1,021.5 943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

1,062.92

Latitud:

M A130.2 55.07

106.01 39.57

83.45 32.36M A

11.5 11.25

83.45 32.36

67.2 70.24CG CGCG CGCG CGCG CG

CG CGCG CGCG CGCGCG CGCG CGCG CGCGCG CGCG CGCG CGCG CG1,021.5 943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

943.56

566.89

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

0.08847

g: 0.1065973

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNADISTRIBUCION GAMMA

CUADRO N° 7.29

16.211

Pp max24h

63.721 57.954

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

P (mm)

47.99852.225

61.87165.07669.84570.526

0.7591

C Creager

1163196

1747234228

1.262.070.68

LSFact Top

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.10990.1099

0.7591

8.6710.7813.85

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.1099 0.02050.1099 0.0205

0.7591

8.6710.7813.85

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

ALTITUDALTITUD MEDIA m.s.n.m.ALTITUD MAS FRECUENTE m.s.n.m.ALTITUD DE FRECUENCIA MEDIA m.s.n.m.PENDIENTE PROMEDIO DE LA CUENCA

RANGO DE PENDIENTES ( %)SUPERIOR PROMEDIO ( 1)

12.85 6.4225.7 19.2838.55 32.1251.39 44.9864.13 57.7777.07 70.6689.66 83.42102.09 96.17113.59 108.51128.49 125.48

TOTAL =PENDIENTE ( %)

1.6 2061.44 3941.43 294

894DESCRIPCION

( 1)*( 2)

TIEMPO DE CONCENTRACIONHr 1.93Hr 0.88Hr 1.49Hr 3.64Hr 1.99

1.191.41

Hr 3.64CUADRO N° 3.2: VARIACION MENSUAL DE LA TEMPERATURA MEDIA (°C)

MESESMar.10.5

6.912.96.711.19.610.316.512.711.812.513.3

MESESMar.23.216.42218.822.221.228.628.424.625.424.624.4

Mar.-1.2-1.8-1.8-2.80-0.205.3-23.8-21

6.311.5

16.622.9-3.70.2

MESESMar.

776775-

6984769358796779

2.51.4

4.514.51

111.39

CO - CHOCCORO

1,245.0

1,006.2

1,113.0

1,274.3

1,139.6

1,032.9

1,151.5

1,176.1

1,055.0

1,102.3

1,156.6

1,404.6

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

30.030.05.0

I II III

Curva II

500500

Ene40303020

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

0.9690.0770.2681.990.1670.1050.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

0.310.100.510.240.170.350.180.100.340.430.970.220.200.110.080.190.240.170.250.160.270.31

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.1480.0110.0351.5410.0210.0130.013

0.040.010.070.030.020.040.020.010.040.060.150.030.030.010.010.020.030.020.030.020.030.04

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

Flotador 53.16

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

41.113.7

9.598.228.224.11

4.112.192.742.741.1

2.19100

Fuente: Plan de des arrollo dis trital y trabajo de cam po.

21.600000000000.822.4

503530301515810

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SM

- - - - - - - -

= = = = =

- - - - - - - -

Haba G.

AVE F.

ARV G.

Haba V.

MAIZ G.

943.56

40 días

75Latitud:

A55.07

A11.25

CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A M93.9 98.27

32.36 -

943.56 237

1,062.92 415.29

0.41 0.155

0.43 0.65

Latitud:

A55.07

32.36A

50.2798.27104.1793.36

70.24CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A M93.9 98.27

943.56 237

566.89 221.49

0.219 0.083

0.232 0.349

26.8152.4155.5649.79

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

0.08847

g: 0.1065973

CUADRO N° 7.29

16.211

Pp max24h

57.954

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

0.7591

C Creager

Pico de la AMP m3/seg

100 30.436a

1163196

1747234228

n1.41.262.070.68

LSFact Top

ANIONES (meq/litro)

OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

CLASIFICACION

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.1099 0.02050.1099 0.0205

0.7591

8.6710.7813.85

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

8.6710.7813.85

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

ALTITUDm.s.n.m.m.s.n.m.m.s.n.m.

PENDIENTE PROMEDIO DE LA CUENCARANGO DE PENDIENTES ( %)

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

TIEMPO DE CONCENTRACION1.930.881.493.641.991.191.413.64

CUADRO N° 3.2: VARIACION MENSUAL DE LA TEMPERATURA MEDIA (°C)

MESESMar.10.5

6.912.96.711.19.610.316.512.711.812.513.3

MESESMar.23.216.42218.822.221.228.628.424.625.424.624.4

Mar.-1.2-1.8-1.8-2.80-0.205.3-23.8-21

6.311.5

16.622.9-3.70.2

MESESMar.

776775-

6984769358796779

68 6781 79

2.51.3

4.514.51

May. Jun.

57.7 45.1

12.7 49.1

43.7 38.1

22.4 8.4

18.5 4.4

20.7 5.9

39.1 0

7 21.2

40.9 21.1

69.8 38.07

111.39 25.38

52.17 4.4

19.25 0

22.56 46.53

13 2.5

36.53 19.1

29.93 15.65

28.51 14.91

33.03 17.27

28.35 14.82

CO - CHOCCORO

1,245.0

1,006.2

1,113.0

1,274.3

1,139.6

1,032.9

1,151.5

1,176.1

1,055.0

1,102.3

1,156.6

1,404.6

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

Papadakis

Hargreaves 03

Valor del CoeficienteCurva II Curva III-0.0213 -0.0280.1358 0.2756-0.002296 -0.0041030.0000435 0.0000553-0.000000089 0.000000124-8.79E-11 -0.00000000142

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

30.030.05.0

I II III I II III

Curva II

500500

Ene40303020

Déficit o Escorrentía

0.0 2.5 5.01.3 6.3 11.53.8 12.7 21.68.9 25.4 41.924.1 43.2 67.334.3 66.0 92.757.2 91.4 118.1

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

0.9690.0770.2681.990.1670.1050.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

0.310.100.510.240.170.350.180.100.340.430.970.220.200.110.080.190.240.170.250.160.270.31

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.1480.0110.0351.5410.0210.0130.013

0.040.010.070.030.020.040.020.010.040.060.150.030.030.010.010.020.030.020.030.020.030.04

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

DISTRITO:

PROVINCIA:

DEPARTAM.:

T° Min.

41.113.7

9.598.228.224.11

AFOROl/seg

05/04/2012

11/04/2012

18/06/2012

4.112.192.742.741.1

2.19100

21.600000000000.822.4

503530301515810

UNIDADES DE RIEGO

27.03 29.49

11.86 12.94

6.78 7.39

5.17 5.64

3.85 4.2

3.64 3.97

3.39 3.7

3.22 3.51

2.97 3.24

2.55 2.78

1.69 1.85

1.27 1.39

86.56 94.42

UNIDADES DE RIEGO

MITAPA- SAMAN

CALENDARIO AGRICOLA

M E S E SM

- - - - - - - -

= = = = =

- - - - - - - -

Haba G.

AVE F.

ARV G.

Haba V.

MAIZ G.

943.56

40 días

75Latitud:

A55.07

A11.25

CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

415.29

Latitud:

A55.07

32.36A

50.2798.27104.1793.36

70.24CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

221.49

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

1994 1995

Allpachaca

0.08847

g: 0.1065973

CUADRO N° 7.29

16.211

Pp max24h

57.954

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

0.7591

30.436a

1163196

1747234228

n1.41.262.070.68

LSFact Top

CATIONES (meq/litro)0.380.180.050.71

0ANIONES (meq/litro)

0.7800

0.09OTRAS DETERMINAC

QS[t/a] y Q[m3/s]

LAGUNAUSTUNACCOCHA

pH 6.6CE (dS/m) 0.127SOLIDOS EN SUSPENSION (g/litro) 0.014SALES SOLUBLES TOTALES (ppm) 24RELACION DE ADSORCION DE SODIO 1.34

28CLASIFICACION C1-S1

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

8.6710.7813.85

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

8.6710.7813.85

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESMar. Abr.10.5 9.9

6.9 6.612.9 13.46.7 6.411.1 11.29.6 9.410.3 10.116.5 15.912.7 12.411.8 1212.5 12.213.3 13.7

MESESMar. Abr.23.2 22.516.4 16.622 25.618.8 17.422.2 24.421.2 21.228.6 2928.4 28.224.6 23.225.4 27.824.6 23.224.4 24.4

Mar. Abr.-1.2 -5.6-1.8 -3.6-1.8 -1.8-2.8 -5.40 -2.8-0.2 -2.60 -15.3 3-2 13.8 -4-2 11 2.5

6.311.5

16.622.9-3.70.2

MESESMar.

776775-

6984769358796779

2.51.3

4.514.51

CO - CHOCCORO

1,245.0

1,006.2

1,113.0

1,274.3

P = 0.5655R² = 0.

1,139.6

1,032.9

1,151.5

1,176.1

1,055.0

1,102.3

1,156.6

1,404.6

DISTRITO: VINCHOS

PROVINCIA: HUAMANGA

DEPARTAM.: AYACUCHO

T° Min. T° Max

(°C) (°C)

-7.3 17.7

-4.4 16.9

-3.7 16.6

-5.7 16.4

-8.2 18.9

-8.3 18.3

-9.1 17.4

-13 19.6

-8.1 18.3

-5.8 19.6

-9 18.5

-6.1 18.8

Papadakis

Hargreaves 03

Valor del CoeficienteCurva III-0.0280.2756-0.0041030.00005530.000000124-0.00000000142

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

30.030.05.0

I II III

Curva II

500500

Ene40303020

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

0.9690.0770.2681.990.1670.1050.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

0.310.100.510.240.170.350.180.100.340.430.970.220.200.110.080.190.240.170.250.160.270.31

500500

Dic3535250

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

-0.0213

0.1358

-0.002296

4.35E-05

-8.90E-08

-8.79E-11

0.1480.0110.0351.5410.0210.0130.013

0.040.010.070.030.020.040.020.010.040.060.150.030.030.010.010.020.030.020.030.020.030.04

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

DISTRITO: VINCHOS

PROVINCIA: HUAMANGA

DEPARTAM.: AYACUCHO

T° Min. T° Max

(°C) (°C)

-1.2 24.3

-1.1 22.9

0.2 22.9

-1.7 23.1

-4.2 23.5

-3.9 22.1

-6.1 25.2

-2.7 24.7

-0.9 26.1

-4.1 25.1

-1 25.1

41.113.7

9.598.228.224.11

AFOROl/seg

4.112.192.742.741.1

2.19100

21.600000000000.822.4

503530301515810

UNIDADES DE RIEGO

MITAPA- SAMAN

5.5 8.5

2.5 2.5

2.5 3.5

59.5 66

CALENDARIO AGRICOLA

M E S E SM

- - - - - - - -

= = = = =

- - - - - - - -

Haba G.

AVE F.

ARV G.

Haba V.

MAIZ G.

943.56

4.54 3.28

4.32 3.01

Hargreaves 03

4.07 2.96

3.35 3.13

2.74 3.17

2.31 2.86

2.35 3

2.79 3.28

3.7 3.37

4.51 3.7

4.96 3.8

4.82 3.34

40 días

% Descripción

40 Todas las pérdidas% Descripción

75 Todas las pérdidasLatitud:

A55.07

A11.25

CGCGCGCG

CGCGCG

Considerando las pérdidas desde la toma hasta la zona de riego, conducción por tubería

Considerando las pérdidas en tomas y distribución portubería

Considerando la aplicación mediante riego superficialpor gravedad (surcos y melgas)

Considerando la aplicación mediante riego presurizadopor aspersión

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

415.29

Latitud:

A55.07

32.36A

70.24CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

221.49

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

0.08847

g: 0.1065973

6011.7113.0714.9016.2117.4119.2719.88

CUADRO N° 7.29

16.211

0.31 1.24

57.954

1.241.241.24

Q C * I * A * K 3 . 6

CN: 79L: 12.510 KmS: 0.048 m/m

CUADRO N° 7.36

0.7591

30.436a

1163196

1747234228

1.262.070.68

LSFact Top

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

8.6710.7813.85

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

Lado MayorLado MenorOrden 1Orden 2Orden 3

MESESAbr.9.9

6.613.46.411.29.410.115.912.41212.213.7

MESESAbr.22.516.625.617.424.421.22928.223.227.823.224.4

Abr.-5.6-3.6-1.8-5.4-2.8-2.6-131-412.5

6.311.5

16.622.9-3.70.2

MESESMar.

776775-

6984769358796779

2.51.3

4.514.51

CO - CHOCCORO

Pp Acum.

1,682.8

2,927.8

3,799.9

4,674.2

5,632.6

6,638.8

7,495.7

8,608.6

9,882.9

11,022.5

11,921.0

12,816.0

13,848.9

15,000.4

16,176.5

17,231.5

18,333.8

19,196.9

20,114.4

21,271.0

22,675.6

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

2.87 3.78

2.71 3.6

2.55 3.39

2.4 2.79

2.34 2.23

2.13 1.88

2.12 1.91

2.43 2.25

2.59 3

2.91 3.67

3.06 4.08

3.03 4.01

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

ETo Elegido(mm/dia)

30.030.05.0

I II III

Curva II

500500

Ene40303020

136.71117.04119.35103.8105.0992.194.55111.6118.2135.78134.4142.291410.91

0.9690.0770.2681.990.1670.1050.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

0.310.100.510.240.170.350.180.100.340.430.970.220.200.110.080.190.240.170.250.160.270.31

500500

Dic Ene35 4035 3025 300 20

136.71 117.18117.04 100.8119.35 105.09103.8 83.7105.09 69.1392.1 56.494.55 59.21111.6 69.75118.2 90135.78 113.77134.4 122.4142.29 124.311410.91 1111.74

Hargreaves 02

0.1480.0110.0351.5410.0210.0130.013

0.040.010.070.030.020.040.020.010.040.060.150.030.030.010.010.020.030.020.030.020.030.04

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

AFOROl/seg

4.112.192.742.741.1

2.19100

21.600000000000.822.4

5035303015 1515810 10

4 48 8355 187

UNIDADES DE RIEGO

ABR150.0

CALENDARIO AGRICOLA

M E S E SM

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AA M

PA QUI

Haba G.

AVE F.

PAST PAST

ARV G. ARV G.

ALF ALF

Haba V.

MAIZ G. CEBLL

943.56 237

40 días

Descripción

Todas las pérdidasDescripción

Todas las pérdidasLatitud:

A55.07

A11.25

CGCGCGCG

CGCGCG

CGCGCGCG943.6

1.12 1.06

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

415.29

Latitud:

A55.07

32.36A

70.24CGCGCGCG

CGCGCG

CGCGCGCG943.6

1.12 1.06

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

221.49

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

0.08847

g: 0.1065973

CUADRO N° 7.29

16.211

57.954

C: Coeficiente de escorrentía para el intervalo en el que se produce I I: Intensidad máxima de precipitación horaria (mm/hr).

17.43 16.07

0.7591

8.6710.7813.85

17.9520.8521.27

30.436a

1163196

1747234228

n1.41.262.070.68

LSFact Top

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.02050.0205

0.7591

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.02050.0205

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

LONGITUDkm

Perímetro(km)

3.643.942.321.36

0.760.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESAbr.9.9

6.613.46.411.29.410.115.912.41212.213.7

MESESAbr.22.516.625.617.424.421.22928.223.227.823.224.4

Abr.-5.6-3.6-1.8-5.4-2.8-2.6-131-412.5

6.3 6.111.5 11.3

16.6 16.422.9 23.1-3.7 -5.70.2 -1.7

MESESMar. Abr.

77 7767 7075 73- -

94 94- -

69 6884 8276 7693 9258 5979 7767 7079 77

2.51.3

4.514.51

CO - CHOCCORO

Pp Acum.

1,682.8

2,927.8

3,799.9

4,674.2

5,632.6

6,638.8

7,495.7

8,608.6

9,882.9

11,022.5

11,921.0

12,816.0

13,848.9

15,000.4

16,176.5

17,231.5

18,333.8

19,196.9

20,114.4

21,271.0

22,675.6

May. Jun.

32.37 15.41

0 49.47

43.71 4.82

16.69 4

3.17 6.46

18.45 4.82

14.45 0

2.47 11.99

7.17 4.82

47.66 39.83

88.96 7.15

15.9 5.24

19.39 0

6.11 23.5

4.94 9.64

9.05 0

16.1 11.99

26.2 2.94

9.52 0.47

5.29 2.94

5.88 5.41

17.88 9.58

88.96 49.47

20.56 12.79

11.99 5.03

5.43 2.94

2.54 0

May. Jun.

24.39 11.62

0 37.28

32.94 3.63

12.58 3.01

2.39 4.87

13.9 3.63

10.89 0

1.86 9.03

5.4 3.63

35.92 30.02

67.05 5.39

11.98 3.95

14.61 0

4.61 17.71

19.75 2.21

7.17 0.35

3.99 2.21

4.43 4.07

14.41 7.51

67.05 37.28

16.47 10.26

10.89 3.63

4.21 2.21

1.49 0

DISTRIBUCION DE LA PE

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

ETo Elegido(mm/dia)

I II III

Curva II

500500

Ene40303020

136.71 117.18117.04 100.8119.35 105.09103.8 83.7105.09 69.1392.1 56.494.55 59.21111.6 69.75118.2 90135.78 113.77134.4 122.4142.29 124.311410.91 1111.74

Hargreaves 02

0.9690.0770.2681.990.1670.1050.099

134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9134.9

I II III

Curva II

500500

Ene40303020

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.1480.0110.0351.5410.0210.0130.013

22.7822.7822.7822.7822.7822.7822.7822.7822.7822.7822.78

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

AFOROl/seg

4.112.192.742.741.12.19

21.6 2.930 1.710 20 00 1.50 00 00 00 00 00 00.8 0.422.4 8.55

UNIDADES DE RIEGO

MITAPA- SAMAN

CALENDARIO AGRICOLA

M E S E SM

- - - - - - - -

= = = = =

- - - - - - - -

AVE F.

ARV G.

40 días

Descripción

A M55.07 14.41

39.57 4.21

32.36 0

A M11.25 10.82

32.36 0

70.24 71.9

CGCG CCCGCG

CGCGCG

CG CGCG CG

CGCGCG CCCG943.6 237

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

415.29

Latitud:

A55.07

32.36A

70.24CGCGCGCG

CGCGCG

CGCGCGCG943.6

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

221.49

UNIDADES DE RIEGO

14.6 27.03

6.41 11.86

3.66 6.78

2.79 5.17

2.08 3.85

1.96 3.64

1.83 3.39

1.74 3.22

1.6 2.97

1.38 2.55

0.92 1.69

0.69 1.27

46.74 86.56

0.94 0.94

0.5 0.5

63.63 63.63

27.96 51.78

14.9 27.6

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

COCHA- NAN

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca

0.08847

g: 0.1065973

CUADRO N° 7.29

0.4 18.38

68.03 12.25

16.211 0.4

Qmax(m3/s)

13.3114.8416.90

19.7221.7922.47

Qmax(m3/s)

9.5010.3411.47

12.8813.8313.96

0.400.400.40

57.954

0.400.400.40

0.7591

8.6710.7813.85

17.9520.8521.27

30.436a

1163196

1747234228

n1.41.262.070.68

LSFact Top

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.02050.0205

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.0205 0.00740.0205 0.0074

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

Perímetro(km)

3.643.942.321.36

0.760.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESAbr.9.9

6.613.46.411.29.410.115.912.41212.213.7

MESESAbr.22.516.625.617.424.421.22928.223.227.823.224.4

Abr.-5.6-3.6-1.8-5.4-2.8-2.6-131-412.5

6.111.3

16.423.1-5.7-1.7

MESESAbr.

777073-

6882769259777077

2.5 2.41.3 1.4

4.51 6.074.51 6.07

CO - CHOCCORO

Pp Acum.

1,682.8

2,927.8

3,799.9

4,674.2

5,632.6

6,638.8

7,495.7

8,608.6

9,882.9

11,022.5

11,921.0

12,816.0

13,848.9

15,000.4

16,176.5

17,231.5

18,333.8

19,196.9

20,114.4

21,271.0

22,675.6

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

ETo Elegido(mm/dia)

I II III

Curva II

500500

Ene Feb40 2030 2030 3020 25

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.9690.0770.2681.990.1670.1050.099

134.9 4219.39134.9 5135.95134.9 4499.13134.9 1245.59134.9 268.48134.9 111.79134.9 173.46134.9 226.58134.9 270.19134.9 669.52134.9 790.24134.9 2458.17

I II III I II III

Curva II

Déficit o Escorrentía

0.0 2.5 5.01.3 6.3 11.53.8 12.7 21.68.9 25.4 41.924.1 43.2 67.334.3 66.0 92.757.2 91.4 118.1

500500

Ene40303020

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.1480.0110.0351.5410.0210.0130.013

22.78 667.73

22.78 773.3622.78 698.3622.78 175.1722.78 35.122.78 14.1822.78 25.9422.78 34.0722.78 41.6922.78 106.122.78 122.6822.78 391

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

AFOROl/seg

4.112.192.742.741.1

2.19100

2.931.71201.50000000.48.55

UNIDADES DE RIEGO

MITAPA- SAMAN

CALENDARIO AGRICOLA

M E S E SM J

- - - - - - - -

- - - - - - - - - - - - - - - -

- - - - - - - -

- - - - - - - - - - - - - - - -

= = = = = = = = = =

= = = = = - - - - - - - -

= = = = = = = = = =

- - - - - - - -

- - - - - - - - - - - - - - - -

237 650

AVE F.

ARV G.

- - - - - - - -

Latitud

40 días

LugarAltitud

Descripción

M14.41

M10.82

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M98.27

415.29

Latitud:

M14.41

CCCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M J98.27 85.8

237 650

221.49 370.34

0.083 0.143

0.349 0.22

42.8341.6411.3321.0022.4216.0213.4532.0945.7619.9143.4723.2214.608.8713.73

UNIDADES DE RIEGO

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

1995 1996

Allpachaca

0.08847

g: 0.1065973

X2 (Tabla)

34.3737.9040.1441.3042.5843.4844.0044.5048.3051.0052.0852.62

Qmax(m3/s)

13.3114.8416.90

19.7221.7922.47

Qmax(m3/s)

10.3411.47

12.8813.8313.96

57.954

0.7591

8.6710.7813.85

30.436a

1163196

1747234228

1.262.070.68

LS CPFact Top Prot Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.0205 0.00740.0205 0.0074

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00740.0074

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2)0.89

1.321.2

1.992.332.79

Perímetro

3.643.942.321.36

0.760.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESAbr.9.9

6.613.46.411.29.410.115.912.41212.213.7

MESESAbr.22.516.625.617.424.421.22928.223.227.823.224.4

Abr.-5.6-3.6-1.8-5.4-2.8-2.6-131-412.5

6.111.3

16.423.1-5.7-1.7

MESESAbr.

777073-

6882769259777077

67 7079 77

2.41.4

6.076.07

CO - CHOCCORO

Pp Acum.

1,682.8

2,927.8

3,799.9

4,674.2

5,632.6

6,638.8

7,495.7

8,608.6

9,882.9

11,022.5

11,921.0

12,816.0

13,848.9

15,000.4

16,176.5

17,231.5

18,333.8

19,196.9

20,114.4

21,271.0

22,675.6

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

4.41 4.18 3.85 3.46 3.39 3.07 3.05 3.6 3.94 4.38 4.48

ETo Elegido(mm/dia)

I II III

Curva II Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

May Jun31 30

0.969 0.3140.077 0.0160.268 0.1121.99 0.8290.167 0.0770.105 0.0390.099 0.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva II

0.120.310.140.090.070.120.060.110.090.280.180.100.070.140.020.100.040.140.080.020.090.10

500500

Ene40303020

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

May Jun31 30

0.148 0.0480.011 0.0030.035 0.0141.541 0.6220.021 0.0070.013 0.0040.013 0.004

667.73

0.020.050.010.010.010.010.000.010.010.040.020.010.010.020.000.010.010.020.010.000.010.01

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

4.112.192.742.741.1

2.19100

2.931.71201.50000000.48.55

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

AVE F.

ARV G.

Latitud

arAltitud

Descripción

M14.41

M10.82

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

M J98.27 85.8

237 650

415.29 694.38

0.155 0.268

0.65 0.41

Latitud:

M14.41

80.3178.0821.2439.3842.0430.0325.2360.1785.8037.3281.5143.5427.3716.6225.74

CCCGCGCG

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

370.34

42.8341.6411.3321.0022.4216.0213.4532.0945.7619.9143.4723.2214.608.8713.73

UNIDADES DE RIEGO

Lateral Nº 01 -SUMACCPATA 1,510.00Lateral Nº 02 - MARCAPATA 2,114.00Lateral Nº 03 - TAMBO A y B -Lateral Nº 04 - COCHANAN 2,379.00Lateral Nº 05 - ICHUPUCRO 1,572.00Lateral Nº 06 - TITANKAYUCC 751Lateral Nº 07 - CCAYHUACANCHA 1,206.00Lateral Nº 08 - PALLCCACCASA 1,832.00Lateral Nº 09 - ACHUPAYOCC 579Lateral Nº 10 - TIMPOCC TICATICA 2,397.00Lateral Nº 11 - URCCUN -Lateral Nº 12 - RODEOPAMPA 2,439.00Lateral Nº 13 - ÑUÑUNGAYOCC 676Lateral Nº 15 - SUMACCPAMPA 955Lateral Nº 14 - SAYHUA -Lateral Nº 16 - WAYNACURIYOCC 820Lateral Nº 17 - UCCICHKA 714

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

LONG.(M.L)

19,944.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

Allpachaca Tambillo

45.7 35.3

57.4 37.9

35.9 52.2

34.5 24.5

38.1 28.3

28.3 41.7

35.2 31.2

21.1 28.6

41.9 41.5

28.5 48.5

28.5 41.1

25.4 38.4

69 27.9

27.6 47

28.2 21.5

43.5 27

26 ---

37.4 ---

34.3 35.8

60 809.8611.0012.5313.6414.6416.2016.72

57.954 9.12

I (mm/hr)

7.558.22

9.7310.2410.9911.10

0.7591

8.6710.7813.85

30.436a

1163196

1747234228

n1.41.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00740.0074

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.00740.0074

16.07 25.46

MétodoRegional

10.4814.9920.95

29.9737.1240.45

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION

AREA ( Km2) ACUMULADO0.89 22.78

1.32 21.881.2 20.56

1.99 19.362.33 17.372.79 15.04

3.64 12.263.94 8.622.32 4.681.36 2.37

0.76 10.25 0.25

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESMay.9.1

5.8135.810.88.89.716.111.711.911.513.6

MESESMay.23.517.4262324.620.828.431.322.626.422.624.8

May.-7.4-7-2.8-6.8-3.2-5.8010-5-1.82.7

6.111.3

16.423.1-5.7-1.7

MESESAbr.

777073-

6882769259777077

2.41.4

6.076.07

ALTITUD (m..s.n.m.)

Jun. Jul.

45.1 23.2

49.1 33.7

38.1 35.7

8.4 8.4

4.4 7.5

5.9 2.1

21.2 0

21.1 9.9

38.07 38.07

25.38 58.52

4.4 61.32

0 8.46

46.53 38.78

2.5 0.8

19.1 29.25

15.65 23.97

14.91 22.83

17.27 26.45

14.82 22.7

CO - CHOCCORO CUCHOQUES ERA

Pp Acum. Pp

843 785.1

1,682.8 886.2

2,927.8 1,261.5

3,799.9 615.7

4,674.2 738.9

5,632.6 940

6,638.8 856.7

7,495.7 715.8

8,608.6 931.5

9,882.9 1,068.9

11,022.5 1,044.0

11,921.0 1,231.5

12,816.0 812.4

13,848.9 698.2

15,000.4 682.4

16,176.5 1,039.6

17,231.5 798.6

18,333.8 773.4

19,196.9 724.6

20,114.4 676.8

21,271.0 1,012.0

22,675.6 664.5

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Junín

Total 100.0 100.0 100.0 100.0

ETo Elegido(mm/dia)

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva II

500500

Ene40303020

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.0480.0030.0140.6220.0070.0040.004

667.73

0.020.050.010.010.010.010.000.010.010.040.020.010.010.020.000.010.010.020.010.000.010.01

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

4.112.192.742.741.12.19

2.931.71201.50000000.48.55

48187 25

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AM J

ARV V.

QUI QUI

Haba V.

AVE F. AVE F.

PAST PAST

ARV G. AJO

ALF ALF

MAIZ CH.

CEBLL CEBLL

237 650

3.28 101.68

3.01 84.28

2.96 91.76

3.13 93.9

3.17 98.27

2.86 85.8

3.28 101.68

3.37 101.1

3.7 114.7

3.8 114

3.34 103.54

Latitud

ETo ELEGI DO (mm/mes)

Descripción

M14.41

M10.82

0.27 0.52

0.62 0.85

1.06 0.58

0.58 0.75

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

694.38

Latitud:

M14.41

CCCGCGCG

0.27 0.52

0.62 0.85

1.06 0.58

0.58 0.75

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

370.34

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

17,365.32

1,510.00

2,114.00

2,379.00

1,572.00

1,206.00

1,832.00

2,397.00

2,439.00

37,541.82

1996 1997

Tambillo

0.7591

8.6710.7813.85

30.436a

1163196

1747234228

n1.41.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.00740.0074

16.07 25.46

MétodoRegional

10.4814.9920.95

29.9737.1240.45

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00740.0074

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

DESCRIPCION SIMB.

Bosque Muy Húmedo Montano Subtropical bmh-MS

Bosque Pluvial Montano Bajo Subtropical bp-MBS

Bosque Pluvial Montano Subtropical bp-MBS

Bosque seco Montano Bajo Subtropical Bs-MBS

Estepa espinoso Montano Bajo Subtropical ee-MBS

Estepa Montano Subtropical e-MS

Matorral Desértico Montano Subtropical md-MS

ACUMULADO22.7821.8820.5619.3617.3715.04

CULTIVOS YVEGETACION

haba, maíz, arveja, papa

Maíz, cebada, trigo, papa, arveja, quinua.

12.268.62

4.682.37

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESMay.9.1

5.8135.810.88.89.716.111.711.911.513.6

MESESMay.23.517.4262324.620.828.431.322.626.422.624.8

May.-7.4-7-2.8-6.8-3.2-5.8010-5-1.82.7

6.1 5.211.3 10.8

16.4 18.923.1 23.5-5.7 -8.2-1.7 -4.2

MESESAbr. May.

77 7470 7273 63- -

94 92- -

68 5682 7676 6892 7559 5777 6970 7277 69

2.41.4

6.07 7.976.07 7.97

1998 1999

CUCHOQUES ERA

1,261.5

1,068.9

1,044.0

1,231.5

1,039.6

1,012.0

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Junín Cajamarca

Total 100.0 100.0 100.0 100.0

ETo Elegido(mm/dia)

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva II

500500

Ene40303020

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.0480.0030.0140.6220.0070.0040.004

667.73

773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

4.112.192.742.741.1

2.19100

2.931.71201.50000000.48.55

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AJ

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

Latitud

Descripción

M J14.41 7.51

4.21 2.21

M J10.82 9.99

71.9 75.08

CCCC CC

CCCCCC

CG CCCG CG

CCCCCC

237 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

694.38

Latitud:

M J14.41 7.51

4.21 2.21

0 0M J

10.82 9.99

71.9 75.08CC

CC CCCCCC

CCCCCC

CC CCCG CGCG CCCG CG

CCCCCC

237 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

370.34

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

RESUMEN DE LONGITUD DE LOS CANALESLONG.(M.L) CAUDAL (lt/s )

232.5 325

17,365.32 325

1,510.00 35

2,114.00 15

2,379.00 30

1,572.00 17

751 13

1,206.00 25

1,832.00

2,397.00 20

2,439.00 25

820 10

714 25

37,541.82

Q= 0.325 m3/s

Tambillo

Ppnetaacum. (mm)

0.000.000.000.000.000.000.000.00

0.000.285.508.8910.8912.6114.0015.4416.7018.0019.3220.2121.1122.0322.7223.4224.36

0.7591

8.6710.7813.85

30.436a n

116 1.023196 0.82

17472 0.6534228 72

n1.41.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00740.0074

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.0074 0.00620.0074 0.0062

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

UBICACIÓNTERMINALEsquina entre los jirones San Martin y Libertad

Esquina entre losjirones San Martin yLibertad

12.268.62

4.682.37

ALTITUDm.s.n.m. 4269.73m.s.n.m. 4325.03m.s.n.m. 4247

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESMay.9.1

5.8135.810.88.89.716.111.711.911.513.6

MESESMay.23.517.4262324.620.828.431.322.626.422.624.8

May.-7.4-7-2.8-6.8-3.2-5.8010-5-1.82.7

5.210.8

18.923.5-8.2-4.2

MESESMay.

747263-

5676687557697269

2.41.4

7.977.97

CUCHOQUES ERA

1,261.5

1,068.9

1,044.0

1,231.5

1,039.6

1,012.0

Jun. Jul.

15.41 16.88

49.47 46.18

4.82 41.71

6.46 5.64

4.82 2.47

0 0.82

11.99 0

4.82 4.82

39.83 21.45

7.15 15.09

5.24 119.3

0 1.53

23.5 15.04

0 15.28

9.64 4.7

0 8.58

11.99 3.06

2.94 38.78

0.47 6.35

2.94 14.57

5.41 1.41

9.58 17.44

49.47 119.3

12.79 26.53

5.03 7.46

2.94 2.61

0 0.88

Jun. Jul.

11.62 12.72

37.28 34.8

3.63 31.44

3.01 0

4.87 4.25

3.63 1.86

0 0.62

9.03 0

3.63 3.63

30.02 16.16

5.39 11.37

3.95 89.92

0 1.15

17.71 11.34

0 11.51

2.21 29.22

0.35 4.78

2.21 10.98

4.07 1.06

7.51 14.57

37.28 89.92

10.26 21.21

3.63 10.98

2.21 1.51

Pp % PE

105 65

130 45

155 25

>155 5

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Cajamarca

Total 100.0 100.0 100.0 100.0

ETo Elegido(mm/dia)

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva II

500500

Ene Feb40 2030 2030 3020 25

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.0480.0030.0140.6220.0070.0040.004

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

53.16 26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

26/09/2013

26/02/2015

07/03/2015

4.112.192.742.741.1

2.19100

2.931.71201.50000000.48.55

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CCAYHUA- CANCHA

2.5 2.5

3.5 3.5

1.5 1.5

66 43.5

CALENDARIO AGRICOLA

M E S E SJ J

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

650 650

ARV V.

Haba V.

AVE F.

MAIZ CH.

3.28 2.14

3.01 1.92

- - - - - - - -

Blaney y Criddle

2.96 1.96

3.13 1.8

3.17 1.88

2.86 1.68

3 1.77

3.28 1.89

3.37 1.79

3.7 2.03

3.8 2.17

3.34 2.28

101.68

103.54

Latitud

Descripción

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

694.38

Latitud:

75.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

370.34

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

RESUMEN DE LONGITUD DE LOS CANALESCAUDAL (lt/s )

Q= 0.325 m3/s

Tambillo

Gamma II

30.2333.3435.3136.3337.4538.2538.7039.1442.4844.8645.8146.28

Ppnetaacum. (mm)

8.6710.7813.85

30.436n

1.020.820.6572

1.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.0074 0.00620.0074 0.0062

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.00620.0062

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

UBICACIÓNTERMINALEsquina entre los jirones San Martin y Libertad

Esquina entre losjirones San Martin yLibertad

12.268.62

4.682.37

ALTITUD4269.734325.034247

PROMEDIO ( 1)6.42

19.2832.12

44.9857.7770.6683.42

96.17108.51125.48TOTAL =PENDIENTE ( %)

206394294

894DESCRIPCION

MESESMay.9.1

5.8135.810.88.89.716.111.711.911.513.6

MESESMay.23.517.4262324.620.828.431.322.626.422.624.8

May.-7.4-7-2.8-6.8-3.2-5.8010-5-1.82.7

5.210.8

18.923.5-8.2-4.2

MESESMay.

747263-

5676687557697269

2.81.6

7.977.97

CUCHOQUES ERA

1,261.5

1,068.9

H - 1241.28305

1,044.0

1,231.5

1,039.6

1,012.0

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Cajamarca

Total 100.0 100.0 100.0 100.0

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva II Curva III

500500

Feb20203025

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

0.0480.0030.0140.6220.0070.0040.004

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

26/09/2013

26/02/2015

07/03/2015

4.112.192.742.741.1

2.19100

2.931.71201.50000000.48.55

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

Blaney y Criddle

101.68

103.54

Latitud

Descripción

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

694.38

Latitud:

75.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

370.34

UNIDADES DE RIEGO

27.03 29.49

11.86 12.94

6.78 7.39

5.17 5.64

3.85 4.2

3.64 3.97

3.39 3.7

3.22 3.51

2.97 3.24

2.55 2.78

1.69 1.85

1.27 1.39

86.56 94.42

0.94 0.94

0.5 0.5

63.63 63.63

51.78 56.48

27.6 30.1

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

MI TAPA- S AMAN

LATERAL N° 08PALLCCACCASA VERDE

LATERAL N° 09ACHUPAYOCC

LATERAL N° 10TIMPOCC - TICATICA

LATERAL N° 12SECTOR RODEOPAMPA

LATERAL N° 13ÑUÑUNGAYOCC

LATERAL N° 15SUMACCPAMPA

LATERAL N° 16WAYNAKURIYOCC TRANCAMOCCO

Tambillo

LATERAL N° 16WAYNAKURIYOCC TRANCAMOCCO

LATERAL N° 17UCCICHKA

80 909.1810.2411.6712.6913.6315.0815.56

Ppnetaacum. (mm)

30.436n

1.020.820.6572

1.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

LAGUNAUSTUNACCOCHA

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1

122.68391

0.00620.0062

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00620.0062

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

12.268.62

4.682.37

ALTITUD4269.734325.034247

PROMEDIO ( 1)6.42 10795

19.28 786832.12 4183

44.98 151257.77 65970.66 20183.42 68

96.17 14108.51 4125.48 2TOTAL = 25306PENDIENTE ( %)

206 3.37394 6.86294 5.15

894 15.38DESCRIPCION

NUMERO DEOCURRENCIAS

LONGITUD

MESESMay.9.1

5.8135.810.88.89.716.111.711.911.513.6

MESESMay.23.517.4262324.620.828.431.322.626.422.624.8

May.-7.4-7-2.8-6.8-3.2-5.8010-5-1.82.7

5.210.8

18.923.5-8.2-4.2

MESESMay.

747263-

5676687557697269

70 7277 69

2.81.6

7.977.97

CUCHOQUES ERA

1,261.5

1,068.9

H - 1241.28305

1,044.0

1,231.5

1,039.6

1,012.0

VINCHOS

HUAMANGA

AYACUCHO

T° Max

Papadakis

Hargreaves 03

Cajamarca

Total 100.0 100.0 100.0 100.0

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb20203025

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

0.0480.0030.0140.6220.0070.0040.004

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Max

41.113.7

9.598.228.224.11

4.112.192.742.741.1

2.19100

2.93 8.641.71 4.862 20 01.5 5.50 00 00 00 2.50 3.850 1.50.4 1.48.55 30.24

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CCAYHUA- CANCHA

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

Latitud

Descripción

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

694.38

Latitud:

75.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

J J85.8 93

650 650

370.34 572.99

0.143 0.214

0.22 0.329

75.4481.5928.6443.8536.4626.0421.8745.0149.6027.9047.1232.5520.4618.6017.86

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

Tambillo

Ppnetaacum. (mm)

1.24 0.04

0.040.040.04

30.436n

1.020.820.6572

1.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

667.73773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

0.00620.0062

667.73 500.2773.36 722.82698.36 471.43175.17 109.87

35.1 20.5214.18 7.3725.94 6.2334.07 7.6941.69 19.36106.1 33.63122.68 54.39

391 200.21

0.00620.0062

RENDIMIENTO AL 75% DE PERSISTENCIA

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

12.268.62

4.682.37

ALTITUD4269.734325.034247

PENDIENTE PROMEDIO DE LA CUENCA

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESMay. Jun.9.1 8.4

5.8 5.213 12.85.8 5.610.8 108.8 8.39.7 9.216.1 15.411.7 10.911.9 1111.5 10.713.6 13

MESESMay. Jun.23.5 2717.4 17.626 23.223 19.224.6 22.420.8 21.228.4 2731.3 44.622.6 22.826.4 25.222.6 22.824.8 22.9

May. Jun.-7.4 -7.6-7 -6-2.8 -8-6.8 -6.2-3.2 -5.2-5.8 -6.80 0.41 1.10 -3-5 0.8-1.8 -32.7 -0.2

5.210.8

18.923.5-8.2-4.2

MESESMay.

747263-

5676687557697269

2.81.6

7.977.97

CUCHOQUES ERA

1,261.5

1,068.9

1,044.0

1,231.5

1,039.6

1,012.0

VINCHOS

HUAMANGA

AYACUCHO

T° Max T° Med.

(°C) (°C)

17.7 6.6

16.9 6

16.6 6.3

16.4 6.1

18.9 5.2

18.3 4.5

17.4 4.5

19.6 4.7

18.3 5.4

19.6 6.2

18.5 6.8

18.8 7.5

Papadakis

Hargreaves 03

Cajamarca

Total 100.0 100.0 100.0 100.0

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb20203025

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18100.8105.0983.769.1356.459.2169.7590113.77122.4124.311111.74

0.3140.0160.1120.8290.0770.0390.021

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb20203025

117.18 84.63100.8 70105.09 76.5783.7 7869.13 79.9856.4 69.659.21 75.6469.75 81.8490 81.9113.77 93.31122.4 93.9124.31 86.181111.74 971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Hargreaves03

0.0480.0030.0140.6220.0070.0040.004

667.73

773.36698.36175.17

35.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Max T° Med.

(°C) (°C)

24.3 11.9

22.9 11.2

22.9 11.5

23.1 11.3

23.5 10.8

22.1 10

25.2 10.5

24.7 11.2

26.1 12.1

25.1 12.5

25.1 13

41.1 013.7 0

9.59 08.22 08.22 04.11 0

CAMP. CHICA (ha)

4.11 02.19 02.74 02.74 01.1 0

2.19 0100 0

8.644.86205.50002.53.851.51.430.24

MAY JUN

25 25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AJ J

ARV V. ARV V.

QUI QUI

Haba V. Haba V.

QUI QUI

AVE F. AVE F.

PAST PAST

AJO AJO

ALF ALF

CEBLL CEBLL

AJO AJO

MAIZ CH. MAIZ CH.

CEBLL CEBLL

650 650

101.68

103.54

Latitud

Descripción

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,074.36

Latitud:

141.45152.9953.7182.2168.3648.8341.0184.4093.0052.3188.3561.0338.3634.8833.48

75.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

572.99

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

Tambillo

Ppnetaacum. (mm)

30.436n

1.020.820.6572

n1.41.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

667.73 500.2773.36 722.82698.36 471.43175.17 109.87

35.1 20.5214.18 7.3725.94 6.2334.07 7.6941.69 19.36106.1 33.63122.68 54.39

391 200.21

0.00620.0062

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00620.0062

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

12.268.62

4.682.37

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJun.8.4

5.212.85.6108.39.215.410.91110.713

MESESJun.2717.623.219.222.421.22744.622.825.222.822.9

Jun.-7.6-6-8-6.2-5.2-6.80.41.1-30.8-3-0.2

5.210.8

18.923.5-8.2-4.2

MESESMay.

747263-

5676687557697269

2.81.6

7.977.97

CUCHOQUES ERA

Pp Pp Acum.

785.1 785.1

886.2 1,671.3

1,261.5 2,932.8

615.7 3,548.5

738.9 4,287.4

940 5,227.4

856.7 6,084.1

715.8 6,799.9

931.5 7,731.3

1,068.9 8,800.3

1,044.0 9,844.3

1,231.5 11,075.7

812.4 11,888.1

698.2 12,586.3

682.4 13,268.8

1,039.6 14,308.4

798.6 15,107.0

773.4 15,880.4

724.6 16,604.9

676.8 17,281.7

1,012.0 18,293.7

664.5 18,958.2

VINCHOS

HUAMANGA

AYACUCHO

T° Med.

Papadakis

Hargreaves 03

Cajamarca

Total 100.0 100.0 100.0 100.0

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

20.025.035.0

25.0- 5.0

I II III

Curva III

500500

Feb Mar20 020 530 525 35

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

117.18 84.63100.8 70105.09 76.5783.7 7869.13 79.9856.4 69.659.21 75.6469.75 81.8490 81.9113.77 93.31122.4 93.9124.31 86.181111.74 971.55

Jun Jul30 31

Hargreaves03

0.314 1.7050.016 0.0070.112 0.1730.829 1.2860.077 0.0520.039 0.0330.021 0.026

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

0.130.310.230.050.090.050.050.010.060.160.091.710.030.140.090.030.080.040.230.070.120.06

500500

Feb20203025

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Hargreaves03

Jun Jul30 31

0.048 0.2770.003 0.0020.014 0.0260.622 1.1390.007 0.0060.004 0.0040.004 0.003

667.73

0.020.040.040.000.010.010.000.000.010.020.020.280.000.020.010.010.010.010.030.010.010.00

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Med.

000000

0000000

8.644.86205.50002.53.851.51.430.24

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

Latitud

Descripción

Todas las pérdidasLatitud: 13º

J J7.51 14.57

2.21 1.51

J J9.99 10

75.08 75.61

CC CCCC CCCC CCCC CC

CC CCCG CG

650 650

0.48 0.78

0.52 0.94

0.3 0.7

0.85 1.1

0.58 0.75

0.31 0.6

0.75 0.9

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,074.36

Latitud:

75.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

572.99

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

Tambillo

Ppnetaacum. (mm)

0.4 17.43

Qmax (m3/s)

12.5914.0616.02

9.12 13.291

18.7220.7221.38

13.29113.291

13.29113.29113.29113.291

30.436n

1.020.820.6572

n1.41.262.070.68

CPProt Cult

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00620.0062

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.0062 0.00770.0062 0.0077

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO22.7821.8820.5619.3617.3715.04

12.268.62

4.682.37

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJun.8.4

5.212.85.6108.39.215.410.91110.713

MESESJun.2717.623.219.222.421.22744.622.825.222.822.9

Jun.-7.6-6-8-6.2-5.2-6.80.41.1-30.8-3-0.2

5.2 4.510.8 10

18.9 18.323.5 23-8.2 -8.3-4.2 -4

MESESMay. Jun.

74 7472 7563 64- -

92 90- -

56 5176 7268 6975 8257 6069 6572 7569 65

2.81.6

7.97 7.947.97 7.94

2000 2001

Jul. Ago.

23.2 22.5

33.7 42.1

35.7 49.3

8.4 15.5

7.5 5.1

2.1 63.9

0 112.6

0 66.2

9.9 22.6

38.07 45.83

58.52 16.64

61.32 55.7

8.46 58.52

38.78 38.07

27 17.5

0 48.5

0.8 2.3

29.25 33.53

23.97 27.47

22.83 26.17

26.45 30.32

22.7 26.02

CUCHOQUES ERA

Pp Acum.

1,671.3

2,932.8

3,548.5

4,287.4

5,227.4

6,084.1

6,799.9

7,731.3

8,800.3

9,844.3

11,075.7

11,888.1

12,586.3

13,268.8

14,308.4

15,107.0

15,880.4

16,604.9

17,281.7

18,293.7

18,958.2

VINCHOS

HUAMANGA

AYACUCHO

T° Med.

Papadakis

Hargreaves 03

3.78 117.18

3.6 100.8

3.39 105.09

2.79 83.7

2.23 69.13

1.88 56.4

1.91 59.21

2.25 69.75

3.67 113.77

4.08 122.4

4.01 124.31

Cajamarca

Total 100.0 100.0 100.0 100.0

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

Eto Elegido(mm/mes)

I II III

Curva III

500500

Mar05535

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

Hargreaves03

1.7050.0070.1731.2860.0520.0330.026

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb20203025

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Hargreaves03

0.2770.0020.0261.1390.0060.0040.003

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS

HUAMANGA

AYACUCHO

T° Med.

000000

0000000

8.644.86205.50002.53.851.51.430.24

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SJ A

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

650 650

ARV V.

Haba V.

AVE F.

MAIZ CH.

- - - - - - - -

101.68

103.54

Latitud

01/11 -10/12

10/12- 2510125'01 - 20/0320/03 - 01/05

Descripción

Todas las pérdidas13º

J14.57

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,074.36

Latitud: 13º

J14.57

75.61CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.48 0.78

0.52 0.94

0.3 0.7

0.85 1.1

0.58 0.75

0.31 0.6

0.75 0.9

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

572.99

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

1998 1999

Tambillo

Ppnetaacum. (mm)

13.291

16.07 25.46

MétodoRegional

10.4814.9920.95

29.9737.1240.45

30.436n

1.020.820.6572

1.262.070.68

CP E=R*K*LS*CPProt Cult Ton/ha-año

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.0062 0.00770.0062 0.0077

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00770.0077

25.46 32.12

Método de Temez

19.6723.2728.43

35.2440.0140.70

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

ACUMULADO %ACUM.22.78 10021.88 96.0820.56 90.2919.36 8517.37 76.2615.04 66.05

12.26 53.828.62 37.85

4.68 20.572.37 10.4

1 4.410.25 1.09

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJun. Jul.8.4 8.2

5.2 4.812.8 16.35.6 5.210 9.58.3 7.89.2 9.115.4 15.210.9 10.811 11.110.7 10.613 12.6

MESESJun. Jul.27 22.517.6 19.823.2 2219.2 1722.4 21.821.2 2027 27.244.6 28.822.8 23.125.2 40.122.8 23.122.9 23

Jun. Jul.-7.6 -8.6-6 -8.4-8 -4.2-6.2 -6.8-5.2 -2-6.8 -7.60.4 0.41.1 2.1-3 -1.70.8 -1.1-3 -2-0.2 -0.2

18.323-8.3-4

MESESJun.

747564-

5172698260657565

72 7569 65

2.8 2.81.6 1.6

7.947.94

CUCHOQUES ERA

Pp Acum.

1,671.3

2,932.8

3,548.5

4,287.4

5,227.4

6,084.1

6,799.9

7,731.3

8,800.3

9,844.3

11,075.7

11,888.1

12,586.3

13,268.8

14,308.4

15,107.0

15,880.4

16,604.9

17,281.7

18,293.7

18,958.2

Jul. Ago.

16.88 11.34

46.18 74.85

41.71 29.49

5.64 5.52

2.47 29.49

0.82 67.56

0 6.46

4.82 3.17

21.45 13.5

15.09 20.65

119.3 114.13

1.53 35.13

15.04 19.04

15.28 14.81

4.7 56.64

8.58 11.87

3.06 0.94

38.78 14.22

6.35 5.17

14.57 9.87

1.41 0.35

17.44 24.74

119.3 114.13

26.53 29.1

7.46 13.86

2.61 5.76

0.88 1.16

Jul. Ago.

12.72 8.55

34.8 56.41

31.44 22.23

4.25 4.16

1.86 22.23

0.62 50.92

0 4.87

3.63 2.39

16.16 10.18

11.37 15.57

89.92 86.02

1.15 26.48

11.34 14.35

11.51 11.16

29.22 10.72

4.78 3.9

10.98 7.44

1.06 0.27

14.57 18.83

89.92 86.02

21.21 22.49

10.98 10.72

1.51 4.52

0.5 1.97

95 0.95

90 0.9

82 0.82

65 0.65

45 0.45

25 0.25

5 0.05

VINCHOS ALTITUD:

HUAMANGA LATITUD:

AYACUCHO LONGITUD:

T° Med.

Papadakis

Hargreaves 03

117.18

105.09

113.77

124.31

Cajamarca

Total 100.0 100.0 100.0 100.0

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

Eto Elegido(mm/mes)

I II III

Curva III

500500

Mar055

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

Hargreaves03

1.7050.0070.1731.2860.0520.0330.026

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb20203025

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Hargreaves03

0.2770.0020.0261.1390.0060.0040.003

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

VINCHOS ALTITUD:

HUAMANGA LATITUD:

AYACUCHO LONGITUD:

T° Med.

000000

0000000

8.644.86205.50002.53.851.51.430.24

JUN JUL

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SA

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

- - - - - - - -

101.68

103.54

01/11 -10/12

Descripción

Todas las pérdidas13º

J14.57

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

1,074.36

J14.57

75.61CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

572.99

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

Tambillo Tunsulla

35.3 35.3

37.9 38.1

52.2 42.3

24.5 47.9

28.3 24.5

41.7 50.1

31.2 49.3

28.6 47.9

41.5 38.8

48.5 43.7

41.1 35.3

38.4 35.3

27.9 45.1

21.5 32

--- 16.6

--- ---

35.8 36.8

19.5722.3024.0825.0026.0026.7027.5028.5330.6032.8033.6834.12

8.619.6010.9411.9012.7814.1314.58

13.291

30.436n

1.020.820.6572

n Nº de cuencas1.4 371.26 342.07 170.68 12

E=R*K*LS*CPTon/ha-año

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00770.0077

25.46 32.12

Método de Temez

19.6723.2728.43

35.2440.0140.70

500.2722.82471.43109.87

20.527.376.237.69

19.3633.6354.39

200.21

0.00770.0077

Método de Temez

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

%ACUM.10096.0890.298576.2666.05

53.8237.8520.5710.4

4.411.09

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJul.8.2

4.816.35.29.57.89.115.210.811.110.612.6

MESESJul.22.519.8221721.82027.228.823.140.123.123

Jul.-8.6-8.4-4.2-6.8-2-7.60.42.1-1.7-1.1-2-0.2

18.323-8.3-4

MESESJun.

747564-

5172698260657565

2.81.6

7.947.94

CUCHOQUES ERA PUCALOMA

Pp Acum. Pp

785.1 569.6

1,671.3 534.5

2,932.8 804.4

3,548.5 597.5

4,287.4 562.5

5,227.4 662.6

6,084.1 811.5

6,799.9 544.2

7,731.3 703.6

8,800.3 778.2

9,844.3 629.8

11,075.7 605.2

11,888.1 845.3

12,586.3 699.9

13,268.8 725.4

14,308.4 940.3

15,107.0 650.6

15,880.4 585.6

16,604.9 520.2

17,281.7 536.6

18,293.7 692.1

18,958.2 668.4

114.13

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

Papadakis

Hargreaves 03

117.18

105.09

113.77

124.31

Cajamarca

Total 100.0 100.0 100.0 100.0

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

I II III

Curva III

500500

Mar055

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

Hargreaves03

1.7050.0070.1731.2860.0520.0330.026

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb20203025

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Hargreaves03

0.2770.0020.0261.1390.0060.0040.003

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

000000

0000000

8.644.86205.50002.53.851.51.430.24

25UNIDADES DE RIEGO

17.75 11.89

7.79 5.22

4.45 2.98

3.39 2.27

2.53 1.69

2.39 1.6

2.23 1.49

2.11 1.42

1.95 1.3

1.67 1.12

1.11 0.75

0.83 0.56

56.83 38.07

UNIDADES DE RIEGO

SAN LUCAS

CALENDARIO AGRICOLA

M E S E SA

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

01/11 -10/12

Descripción

Todas las pérdidas13º 18' 17.0''

J A14.57 18.83

1.51 4.52

J A10 10.52

75.61 74.72

3,550.00 msnm

CC CCCG CG

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

J A93 101.68

650 650

1,074.36 1,594.06

0.401 0.595

0.62 0.92

J A14.57 18.83

1.51 4.52

0 0J A

10 10.52

168.53192.1888.92162.48163.70116.9398.2296.47101.6868.6396.6080.0750.3368.6340.67

75.61 74.72CC CCCC CCCC CCCC CC

CG CGCC CC

CG CGCC CCCC CCCC CCCC CC

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

J A93 101.68

650 650

572.99 850.17

0.214 0.317

0.329 0.488

89.89102.4947.4286.6687.3162.3652.3951.4554.2336.6051.5242.7126.8436.6021.69

UNIDADES DE RIEGO

1,510.002,114.00

-2,379.001,572.007511,206.001,832.00

5792,397.00

-2,439.00

676955

-820714

1999 2000

Tunsulla

13.291

30.436n

1.020.820.6572

Nº de cuencas37341712

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.69

19.3633.6354.39

200.21

0.00770.0077

Método de Temez

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00770.0077

Método de Temez

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

bmh-MS

bp-MBS

Bs-MBS

ee-MBS

%ACUM.10096.0890.298576.2666.05

53.8237.8520.5710.4

4.411.09

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJul.8.2

4.816.35.29.57.89.115.210.811.110.612.6

MESESJul.22.519.8221721.82027.228.823.140.123.123

Jul.-8.6-8.4-4.2-6.8-2-7.60.42.1-1.7-1.1-2-0.2

4.5 4.510 10

18.3 17.423 22.1-8.3 -9.1-4 -3.9

MESESJun. Jul.

74 7275 7664 64- -

90 91- -

51 4872 7169 7882 8560 6765 6275 7665 62

2.81.6

7.947.94

2001 2002

PUCALOMA

114.13

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

Papadakis

Hargreaves 03

117.18

105.09

113.77

124.31

Cajamarca

Total 100.0 100.0 100.0 100.0

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

I II III

Curva III

500500

Mar05535

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

Hargreaves03

1.7050.0070.1731.2860.0520.0330.026

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

500500

Feb Mar20 020 530 525 35

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

0.2770.0020.0261.1390.0060.0040.003

667.73

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

000000

0000000

8.644.86205.50002.53.851.51.430.24

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

SAN LUCAS

43.5 35.5

CALENDARIO AGRICOLA

M E S E SA

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

01/11 -10/12

Descripción

Todas las pérdidas18' 17.0''

A18.83

A10.52

CCCCCCCC

0.78 0.85

0.94 1.08

0.7 1.06

1.1 1.15

0.75 0.9

0.6 1.08

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

1,594.06

18' 17.0''

A18.83

3,550.00 msnm

74.72CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.78 0.85

0.94 1.08

0.7 1.06

1.1 1.15

0.75 0.9

0.6 1.08

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

850.17

UNIDADES DE RIEGO

29.49 17.75

12.94 7.79

7.39 4.45

5.64 3.39

4.2 2.53

3.97 2.39

3.7 2.23

3.51 2.11

3.24 1.95

2.78 1.67

1.85 1.11

1.39 0.83

94.42 56.83

0.94 0.94

0.5 0.5

63.63 63.63

56.48 34

30.1 18.12

1,510.00 352,114.00 15

- 352,379.00 301,572.00 17751 131,206.00 251,832.00

5792,397.00 20

- 152,439.00 25

676955

- 20820 10714 25

CCAYHUA- CANCHA

CAUDAL (lt/s )

Q= 0.325 m3/s

Tunsulla

13.291

30.436n

1.020.820.6572

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00770.0077

Método de Temez

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.0077 0.01940.0077 0.0194

Método de Temez

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

SIMB. AREA(Has)

bmh-MS 339.9

bp-MBS 5.03

bp-MBS 39.91

Bs-MBS 271.95

ee-MBS 298.39

e-MS 2883.36

md-MS 246.97

%ACUM.10096.0890.298576.2666.05

1271.60

5322.44

53.8237.8520.5710.4

4.411.09

ALTITUD4269.734325.034247

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJul.8.2

4.816.35.29.57.89.115.210.811.110.612.6

MESESJul.22.519.8221721.82027.228.823.140.123.123

Jul.-8.6-8.4-4.2-6.8-2-7.60.42.1-1.7-1.1-2-0.2

17.422.1-9.1-3.9

MESESJul.

727664-

4871788567627662

2.81.6

7.94 8.247.94 8.24

PROVINCIA

Huamanga

Cangallo

Huamanga

Cangallo

Huamanga

:Huamanga

PUCALOMA

Cangallo

114.13

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

Papadakis

Hargreaves 03

117.18

105.09

113.77

124.31

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

I II III

Curva III

500500

Mar Suma0 1005 1005 10035 100

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

Jul Ago31 31

1.705 1.720.007 0.0230.173 0.2271.286 1.680.052 0.0590.033 0.0440.026 0.031

4219.395135.954499.131245.59

268.48111.79173.46226.58270.19669.52790.24

2458.17

I II III

Curva III

0.110.650.200.020.060.150.510.050.050.100.111.720.210.150.130.360.070.040.130.070.060.03

500500

Mar05535

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

-0.028

0.2756

-0.004103

5.53E-05

1.24E-07

-1.42E-09

Jul Ago31 31

0.277 0.2720.002 0.0030.026 0.0341.139 1.4950.006 0.0080.004 0.0050.003 0.003

667.73

0.010.100.030.000.010.030.080.010.010.020.020.270.030.020.020.060.010.000.020.010.010.00

773.36698.36175.1735.114.1825.9434.0741.69106.1122.68

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

000000

0000000

8.64 4.634.86 2.572 1.670 05.5 3.50 00 00 1.232.5 2.53.85 01.5 2.51.4 030.24 18.6

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

SAN LUCAS

CALENDARIO AGRICOLA

M E S E SA

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

101.68

103.54

01/11 -10/12

Descripción

A18.83

A10.52

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

1,594.06

18' 17.0''

A18.83

74.72CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

850.17

UNIDADES DE RIEGO

35153530171325

201525

201025

CCAYHUA- CANCHA

Tunsulla

13.291 0.39

0.3250.354

0.4120.4300.4550.458

30.436n

1.020.820.6572

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficialCobertura vegetal CP

0.380.180.050.71

0.7800

1.00.700.2 a 0.40.010.05

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.00770.0077

Método de Temez

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.01940.0194

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

%ACUM.10096.0890.298576.2666.05

53.8237.8520.5710.4

4.411.09

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJul.8.2

4.816.35.29.57.89.115.210.811.110.612.6

MESESJul.22.519.8221721.82027.228.823.140.123.123

Jul.-8.6-8.4-4.2-6.8-2-7.60.42.1-1.7-1.1-2-0.2

17.422.1-9.1-3.9

MESESJul.

727664-

4871788567627662

2.81.6

8.248.24

PUCALOMA

114.13

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

Papadakis

Hargreaves 03

117.18

105.09

113.77

124.31

3.78 3.60 3.39 2.79 2.23 1.88 1.91 2.25 3.00 3.67 4.08

I II III

Curva III

500500

Suma100100100100

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

1.720.0230.2271.680.0590.0440.031

4219.39 3168.635135.95 4710.364499.13 3051.911245.59 792.87

268.48 166.64111.79 77.13173.46 51.84226.58 59.3270.19 127.94669.52 219.56790.24 372.5

2458.17 1292.56

I II III

Curva III

500500

Mar05535

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

0.2720.0030.0341.4950.0080.0050.003

667.73 500.2

773.36 722.82698.36 471.43175.17 109.8735.1 20.5214.18 7.3725.94 6.2334.07 7.6941.69 19.36106.1 33.63122.68 54.39

391 200.21

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

000000

0000000

4.632.571.6703.5001.232.502.5018.6

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SA S

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

650 650

ARV V.

Haba V.

AVE F.

MAIZ CH.

2.14 3.82

1.92 3.51

- - - - - - - -

Christiansen

1.96 3.47

1.8 3.49

1.88 3.56

1.68 3.09

1.77 3.27

1.89 3.58

1.79 3.99

2.03 4.62

2.17 4.85

2.28 4.04

101.68

103.54

01/11 -10/12

Descripción

A18.83

A10.52

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

1,594.06

18' 17.0''

A18.83

74.72CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

850.17

UNIDADES DE RIEGO

35153530171325

201525

201025

Tunsulla

100 1207.698.599.7810.6411.4212.6313.03

Ppneta hr.(mm)

0.000.000.000.000.000.000.00

0.000.285.213.401.991.721.391.441.261.291.320.890.900.910.690.700.94

0.04 1.699

Log(T)

0.6991.0001.398

2.0002.4772.699

Volumen de la AMP* (MMC)

30.436 12.798n

1.020.820.6572

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficialCP

0.380.180.050.71

0.7800

6.60.1270.014

241.3428

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.0077 0.01940.0077 0.0194

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.01940.0194

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

%ACUM.10096.0890.298576.2666.05

53.8237.8520.5710.4

4.411.09

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38DESCRIPCION

MESESJul.8.2

4.816.35.29.57.89.115.210.811.110.612.6

MESESJul.22.519.8221721.82027.228.823.140.123.123

Jul.-8.6-8.4-4.2-6.8-2-7.60.42.1-1.7-1.1-2-0.2

17.422.1-9.1-3.9

MESESJul.

727664-

4871788567627662

2.8 3.11.6 1.6

8.248.24

2002 2003

PUCALOMA

114.13

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

Papadakis Hargreaves 01

Hargreaves 03 Blaney y Criddle

117.18

105.09

113.77

124.31

I II III

Curva III

500500

Suma100100100100

84.637076.577879.9869.675.6481.8481.993.3193.986.18971.55

1.720.0230.2271.680.0590.0440.031

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Mar05535

84.63 45.2670 35.8476.57 40.6178 35.479.98 35.0369.6 29.175.64 32.2481.84 34.4181.9 3393.31 40.393.9 43.586.18 48.67971.55 453.36

Blaney yCriddle

0.2720.0030.0341.4950.0080.0050.003

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med.

000000

0000000

4.632.571.6703.5001.232.502.5018.6

JUL AGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SS

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AA S

ARV V. ARV V.

QUI QUI

Haba V. Haba V.

QUI QUI

AVE F. AVE F.

PAST PAST

AJO AJO

ALF ALF

CEBLL CEBLL

AJO AJO

MAIZ CH. MAIZ CH.

CEBLL CEBLL

650 650

01/11 -10/12

Descripción

A S18.83 26.6

4.52 13.67

0 8.23

A S10.52 11.15

0 8.23

74.72 69.11

CC CCCG CG

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

1,594.06

18' 17.0''

A18.83

74.72CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A101.68

850.17

UNIDADES DE RIEGO

35153530171325

201525

201025

2000 2001

Tunsulla

Gamma III

52.7757.4260.4562.0263.7264.9166.2768.0371.5575.3076.8077.54

Ppneta hr.(mm)

12.798n

1.020.820.6572

0.38 0.480.18 0.320.05 0.060.71 0.79

0.44 0.40 0

0.78 0.890 00 0

0.09 0.35

RIO USTUNA(DESCARGA LAGUNA)

6.6 7.380.127 0.1590.014 0.018

24 261.34 1.2528 40

C1-S1 C1-S1

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.01940.0194

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.01940.0194

32.12 17.29

Caudal de diseño (m3/s)

11.5213.2315.59

18.8021.1221.71

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

%ACUM.10096.0890.298576.2666.05

53.8237.8520.5710.4

4.411.09

107957868

41831512659201681442

25306PENDIENTE ( %)

3.376.865.15

15.38UND

DE LA SUPERFICIEKm2Km

COTASm.s.n.m.m.s.n.m.

CENTROIDE ( W GS 1984 UTM ZONE 18S)mm

m.s.n.m.ALTITUD

m.s.n.m.m.s.n.m.m.s.n.m.

PENDIENTE%

DE LA RED HIDRICAKmUndKm%

PARAMETROS GENERADOSHr

MESESJul. Ago.8.2 8.8

4.8 5.416.3 13.75.2 5.39.5 10.27.8 8.89.1 9.515.2 16.110.8 11.511.1 11.910.6 10.812.6 13.3

MESESJul. Ago.22.5 23.519.8 19.422 24.217 31.821.8 22.620 23.127.2 3028.8 28.623.1 28.840.1 28.623.1 28.823 24.8

Jul. Ago.-8.6 -9-8.4 -8.4-4.2 -2.6-6.8 -20-2 -3-7.6 -6.20.4 -0.22.1 0-1.7 -1.2-1.1 -5-2 -3.8-0.2 -1

17.422.1-9.1-3.9

MESESJul.

727664-

4871788567627662

75 7665 62

3.11.6

8.248.24

PUCALOMA

Pp Pp Acum.

569.6 569.6

534.5 1,104.1

804.4 1,908.5

597.5 2,506.1

562.5 3,068.6

662.6 3,731.2

811.5 4,542.7

544.2 5,086.9

703.6 5,790.4

778.2 6,568.6

629.8 7,198.4

605.2 7,803.6

845.3 8,648.9

699.9 9,348.8

725.4 10,074.3

940.3 11,014.5

650.6 11,665.1

585.6 12,250.7

520.2 12,770.9

536.6 13,307.5

692.1 13,999.6

668.4 14,668.0

Ago. S ep.

11.34 19.58

74.85 13.75

29.49 33.49

0 16.69

5.52 31.84

29.49 8.11

67.56 62.04

6.46 13.63

3.17 50.29

13.5 42.42

20.65 20.65

114.13 111.68

35.13 27.73

19.04 63.92

14.81 60.63

56.64 12.46

11.87 33.14

0.94 21.6

14.22 28.91

5.17 24.68

9.87 31.84

0.35 8.81

24.74 33.54

114.13 111.68

0 8.11

29.1 24.25

13.86 28.32

5.76 17.41

1.16 12.57

Ago. Sep.

8.55 14.76

56.41 10.36

22.23 25.24

0 12.58

4.16 24

22.23 6.11

50.92 46.76

4.87 10.27

2.39 37.9

10.18 31.97

15.57 15.57

86.02 84.17

26.48 20.9

14.35 48.18

11.16 45.7

10.72 21.79

3.9 18.6

7.44 24

0.27 6.64

18.83 26.6

86.02 84.17

0 6.11

22.49 19.22

10.72 21.79

4.52 13.67

1.97 9.55

0 8.23

ALTITUD:

LATITUD:

LONGITUD:

T° Med. HRm

(°C) (%)

6.6 69

6.3 67

6.1 70

5.2 72

4.5 75

4.5 76

4.7 75

5.4 69

6.2 65

6.8 63

7.5 68

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

I II III

500500

Suma100100100100

84.63 45.2670 35.8476.57 40.6178 35.479.98 35.0369.6 29.175.64 32.2481.84 34.4181.9 3393.31 40.393.9 43.586.18 48.67971.55 453.36

Blaney yCriddle

1.720.0230.2271.680.0590.0440.031

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Mar05535

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

0.2720.0030.0341.4950.0080.0050.003

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

26/09/2013

ALTITUD:

LATITUD:

LONGITUD:

T° Med. HRm

(°C) (%)

11.9 69

11.2 68

11.5 67

11.3 70

10.8 72

10.5 75

11.2 69

12.1 65

12.5 63

000000

0000000

4.632.571.6703.5001.232.502.5018.6

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SS

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AS

ARV V.

Haba V.

AVE F.

MAIZ CH.

01/11 -10/12

Descripción

S11.15

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A S101.68 101.1

- 8.23

650 650

1,594.06 1,583.93

0.595 0.611

0.92 0.94

611.08

18' 17.0''

A S18.83 26.6

4.52 13.67

0 8.23A S

10.52 11.15

204.75166.0578.28171.62181.98129.98109.1967.4492.8769.6588.2281.2651.0853.6237.96

0 8.23

CG CGCC CC

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

A S101.68 101.1

650 650

850.17 844.76

0.317 0.326

0.488 0.501

325.91

109.2088.5641.7591.5397.0569.3258.2335.9749.5337.1547.0543.3427.2428.6020.24

UNIDADES DE RIEGO

35153530171325

201525

201025

Tunsulla

Ppneta hr.(mm)

12.798n

1.020.820.6572

E=R*K*LS*CP ETon/ha-año Ton/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

500.2722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

0.01940.0194

32.12 17.29

11.5213.2315.59

18.8021.1221.71

500.2722.82471.43109.87

20.527.376.237.69

19.3633.6354.39

200.21

0.0194 0.03360.0194 0.0336

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

%ACUM.10096.0890.298576.2666.05

Vacunos, ovinos, porcinos, cuyes, caprinos y aves de corral.

vacunos, ovinos, porcinos y cuyes.

53.8237.8520.5710.4

4.411.09

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

( 1)*( 2)

AREA DE LA CUENCAPERIMETRO Km

Coeficiente de Compacidad (Gravelius) 1Longitud ( // al curso más largo) KmAncho Medio KmRadio de Circularidad Coef.Factor de Forma Coef.Relacion de elongación Coef.

Lado Mayor KmLado Menor KmOrden 1 KmOrden 2 KmOrden 3 Km

Curva Hipsométrica -Polígono de Frecuencia -Altitud Máxima de la Cuenca m.s.n.m.Altitud Mínima de la Cuenca m.s.n.m.Desnivel total de la Cuenca KmAltitud de Frecuencia Media m.s.n.m.Altitud Media de la Cuenca m.s.n.m.Altura más frecuente m.s.n.m.Pendiente de la cuenca (sist. del rectángulo equivalente) %Pendiente de la cuenca (Reporte GIS) %Tipo de corriente -Densidad de drenaje Km/Km2Pendiente media del río principal m/mAltitud Mínima del cauce m.s.n.m.Tiempo de concentracion Hr.Grado de ramificacion -

UNIDAD

MESESAgo.8.8

5.413.75.310.28.89.516.111.511.910.813.3

MESESAgo.23.519.424.231.822.623.13028.628.828.628.824.8

Ago.-9-8.4-2.6-20-3-6.2-0.20-1.2-5-3.8-1

4.5 4.710 10.5

17.4 19.622.1 25.2-9.1 -13-3.9 -6.1

MESESJul. Ago.

72 6976 7564 62- -

91 90- -

48 4471 6678 7685 8867 7562 6376 7562 63

3.11.6

8.24 7.938.24 7.93

2003 2004

PUCALOMA

Pp Acum.

1,104.1

1,908.5

2,506.1

3,068.6

3,731.2

4,542.7

5,086.9

5,790.4

6,568.6

7,198.4

7,803.6

8,648.9

9,348.8

10,074.3

11,014.5

11,665.1

12,250.7

12,770.9

13,307.5

13,999.6

14,668.0

111.68

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

I II III

500500

Suma100100100100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

1.720.0230.2271.680.0590.0440.031

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Mar05535

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

0.2720.0030.0341.4950.0080.0050.003

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

0 1500 500 350 300 300 15

TOTAL CULTIVADA (ha)

0 150 80 100 100 40 80 365

4.632.571.6703.5001.232.502.5018.6

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SS

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

01/11 -10/12

Descripción

S11.15

CCCCCCCC

0.85 1.12

1.08 1.02

1.06 1.02

1.15 0.89

1.08 0.93

1 1.02

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

1,583.93

611.08

18' 17.0''

204.75166.0578.28171.62181.98129.98109.1967.4492.8769.6588.2281.2651.0853.6237.96

69.11CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.85 1.12

1.08 1.02

1.06 1.02

1.15 0.89

1.08 0.93

1 1.02

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

844.76

325.91

109.2088.5641.7591.5397.0569.3258.2335.9749.5337.1547.0543.3427.2428.6020.24

UNIDADES DE RIEGO

35153530171325

201525

201025

2001 2002

Tunsulla

Ppneta hr.(mm)

25.46 32.12

Método de Temez

19.6723.2728.43

35.2440.0140.70

12.798n

1.020.820.6572

ETon/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

500.2722.82471.43109.87

20.527.376.237.69

19.3633.6354.39

200.21

0.01940.0194

0.03360.0336

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%ACUM.10096.0890.298576.2666.05

Vacunos, ovinos, porcinos, cuyes, caprinos y aves de corral.

vacunos, ovinos, porcinos y cuyes.

53.8237.8520.5710.4

4.411.09

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

Coef.Coef.Coef.KmKmKmKmKm--

m.s.n.m.m.s.n.m.

Kmm.s.n.m.m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESAgo.8.8

5.413.75.310.28.89.516.111.511.910.813.3

MESESAgo.23.519.424.231.822.623.13028.628.828.628.824.8

Ago.-9-8.4-2.6-20-3-6.2-0.20-1.2-5-3.8-1

4.710.5

19.625.2-13-6.1

MESESAgo.

697562-

4466768875637563

3.11.6

7.937.93

PUCALOMA

Pp Acum.

1,104.1

1,908.5

2,506.1

3,068.6

3,731.2

4,542.7

5,086.9

5,790.4

6,568.6

7,198.4

7,803.6

8,648.9

9,348.8

10,074.3

11,014.5

11,665.1

12,250.7

12,770.9

13,307.5

13,999.6

14,668.0

111.68

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

I II III

500500

Suma100100100100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

Ago Sep31 30

1.72 1.6960.023 0.0770.227 0.271.68 2.0030.059 0.1280.044 0.1050.031 0.092

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

0.130.180.210.110.170.080.500.120.280.240.131.700.210.460.400.160.170.110.160.160.200.09

500500

Mar05535

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

Ago Sep31 30

0.272 0.2680.003 0.010.034 0.0421.495 1.830.008 0.0190.005 0.0140.003 0.012

0.020.020.030.020.030.010.070.010.050.040.020.270.030.070.070.020.030.020.030.020.030.01

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

1505035303015

158101048

4.632.571.6703.5001.232.502.5018.6

25UNIDADES DE RIEGO

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SS O

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - - - - - - - - - -

650 650

ARV V.

Haba V.

AVE F.

MAIZ CH.

- - - - - - - -

13· 18' 1r

Anchachuasi3550 msnm

Descripción

S11.15

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

1,583.93

611.08

18' 17.0''

69.11CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

844.76

325.91

UNIDADES DE RIEGO

35153530171325

201525

201025

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

Tunsulla

120 1406.997.808.889.6610.3711.4711.83

Ppneta hr.(mm)

Método de Temez

19.6723.2728.43

35.2440.0140.70

12.798n

1.020.820.6572

ETon/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.0194 0.03360.0194 0.0336

0.03360.0336

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%ACUM. %INTER100 3.9296.08 5.890.29 5.2985 8.7476.26 10.2166.05 12.23

53.82 15.9637.85 17.2820.57 10.1710.4 5.99

4.41 3.321.09 1.09

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

Coef.Coef.Coef.KmKmKmKmKm

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESAgo.8.8

5.413.75.310.28.89.516.111.511.910.813.3

MESESAgo.23.519.424.231.822.623.13028.628.828.628.824.8

Ago.-9-8.4-2.6-20-3-6.2-0.20-1.2-5-3.8-1

4.710.5

19.625.2-13-6.1

MESESAgo.

697562-

4466768875637563

3.1 2.91.6 1.7

7.937.93

PUCALOMA

Pp Acum.

1,104.1

1,908.5

2,506.1

3,068.6

3,731.2

4,542.7

5,086.9

5,790.4

6,568.6

7,198.4

7,803.6

8,648.9

9,348.8

10,074.3

11,014.5

11,665.1

12,250.7

12,770.9

13,307.5

13,999.6

14,668.0

111.68

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

500500

Suma100100100100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

1.6960.0770.272.0030.1280.1050.092

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Mar Suma0 1005 1005 10035 100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

0.2680.010.0421.830.0190.0140.012

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

1505035303015

101048

4.632.571.6703.5001.232.502.5018.6

AGO SEP

123.27

394.71

UNIDADES DE RIEGO

ANCHAC- HUASI

CALENDARIO AGRICOLA

M E S E SO

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

ARV V.

Haba V.

AVE F.

MAIZ CH.

13· 18' 1r

Descripción

S O26.6 47.14

13.67 25.42

8.23 19.4

S O11.15 12.15

8.23 19.4

69.11 65.08

CC CCCG CG

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

1,583.93

611.08

18' 17.0''

69.11CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

844.76

325.91

UNIDADES DE RIEGO

17.75 11.89

7.79 5.22

4.45 2.98

3.39 2.27

2.53 1.69

2.39 1.6

2.23 1.49

2.11 1.42

1.95 1.3

1.67 1.12

1.11 0.75

0.83 0.56

56.83 38.07

0.94 0.94

0.5 0.5

63.63 63.63

34 22.77

18.12 12.14

35153530171325

201525

201025

S AN LUCAS

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

0+3910+391

Tunsulla

Método de Temez

12.798n

1.020.820.6572

ETon/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.03360.0336

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%INTER3.925.85.298.7410.2112.23

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESAgo. Set.8.8 9.7

5.4 6.113.7 13.45.3 610.2 11.18.8 9.49.5 10.616.1 16.611.5 12.411.9 12.410.8 12.113.3 13.9

MESESAgo. Set.23.5 2519.4 18.424.2 24.231.8 19.622.6 23.523.1 23.330 30.228.6 30.828.8 28.828.6 24.228.8 28.824.8 25.6

Ago. Set.-9 -7.6-8.4 -6.8-2.6 -2.4-20 -6.8-3 -0.1-6.2 -5.4-0.2 3.60 2.3-1.2 -0.2-5 -0.6-3.8 -2.4-1 0.8

4.710.5

19.625.2-13-6.1

MESESAgo.

697562-

4466768875637563

76 7562 63

2.91.7

7.937.93

S ep. Oct.

23.1 107.1

54.9 154.9

73.2 210.7

60.6 81.7

36.7 75.1

38.8 33.6

102.6 66.2

20.4 184.8

100.1 198

6.35 216.44

62.04 47.94

58.99 93.06

59.22 44.42

86.01 69.09

102.5 87.5

58.88 16.9

52.08 109.82

42.68 89.99

40.66 85.73

47.09 99.31

40.42 85.23

PUCALOMA PUTACCA

Pp Acum. Pp

569.6 841.9

1,104.1 595.1

1,908.5 1,182.6

2,506.1 796.6

3,068.6 953.2

3,731.2 1,109.3

4,542.7 1,036.2

5,086.9 830.4

5,790.4 1,082.2

6,568.6 1,127.0

101.25

7,198.4 905.4

7,803.6 1,051.9

8,648.9 722

9,348.8 638.9

10,074.3 655.3

11,014.5 809

11,665.1 678.1

12,250.7 1,125.7

12,770.9 840.1

13,307.5 778.7

13,999.6 974.3

14,668.0 771.6

111.68

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

500500

Suma100100100100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

1.6960.0770.272.0030.1280.1050.092

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Suma100100100100

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

0.2680.010.0421.830.0190.0140.012

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

1505035303015

158101048

4.632.571.6703.5001.232.502.5018.6

25UNIDADES DE RIEGO

123.27

394.71

UNIDADES DE RIEGO

ANCHAC- HUASI

3.5 17.5

35.5 263

CALENDARIO AGRICOLA

M E S E SO

- - - - - - - -

= = = = =

- - - - - - - -

= = = = =

- - - - - - - -

C A L E N D A R I O A G R Í C O L AS O

ARV V. ARV V.

QUI QUI

Haba V. Haba V.

QUI QUI

AVE F. AVE F.

PAST PAST

AJO AJO

ALF ALF

CEBLL CEBLL

AJO AJO

MAIZ CH. MAIZ CH.

CEBLL CEBLL

650 650

13· 18' 1r

Descripción

O47.14

O12.15

CCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

1,583.93

611.08

18' 17.0''

S O26.6 47.14

13.67 25.42

8.23 19.4S O

11.15 12.15

8.23 19.4

CG CGCC CC

650 650

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S101.1

844.76

325.91

UNIDADES DE RIEGO

35153530171325

201525

201025

S AN LUCAS

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

2002 2003

Tunsulla Chiara

35.3 ----

38.1 31

42.3 30.3

47.9 22.4

24.5 27.9

50.1 23.7

49.3 23.9

47.9 24.4

38.8 19.1

43.7 38

35.3 27.3

35.3 30.2

45.1 25.5

25 27.3

16.6 18.4

--- 24

--- 28.1

36.8 26.1

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNADISTRIBUCION GAMMA LOG - PEARSON III

K (Tabla)

0.7901.3331.5471.7611.9752.0642.2432.4222.8453.6914.5376.229

Qmax(m3/s)

19.6723.27

32.1235.2440.0140.70

Método de Temez

12.798

ETon/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.03360.0336

0.0336 0.05440.0336 0.0544

Des arenador

Toma de Fondo

Res ervorios

Dren Frances

OBRAS DE ARTE

Sifones invertidos

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%INTER3.925.85.298.7410.2112.23

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESSet.9.7

6.113.4611.19.410.616.612.412.412.113.9

MESESSet.2518.424.219.623.523.330.230.828.824.228.825.6

Set.-7.6-6.8-2.4-6.8-0.1-5.43.62.3-0.2-0.6-2.40.8

4.7 5.410.5 11.2

19.6 18.325.2 24.7-13 -8.1-6.1 -2.7

MESESAgo. Set.

69 7175 6962 63- -

90 91- -

44 5566 7176 7488 8775 6263 6575 6963 65

2.91.7

7.93 6.547.93 6.54

2004 2005

216.44

109.82

PUTACCA

1,182.6

1,109.3

1,036.2

1,082.2

1,127.0

1,051.9

1,125.7

S ep. Oct.

19.58 73.32

13.75 138.18

33.49 110.45

16.69 15.16

31.84 18.33

8.11 50.17

62.04 32.55

13.63 43.95

50.29 131.48

42.42 88.17

20.65 22.24

111.68 116.29

27.73 53.35

63.92 33.14

60.63 75.81

12.46 98.47

33.14 68.15

21.6 47.72

28.91 47.39

24.68 34.31

31.84 63.8

8.81 40.31

33.54 63.76

111.68 138.18

8.11 15.16

24.25 36.39

28.32 51.76

17.41 35.81

12.57 23.27

Sep. Oct.

14.76 55.26

10.36 104.15

25.24 83.25

12.58 11.42

24 13.82

6.11 37.82

46.76 24.53

10.27 33.12

37.9 99.1

31.97 66.45

15.57 16.76

84.17 87.64

20.9 40.21

48.18 24.97

45.7 57.14

21.79 35.72

18.6 25.86

24 48.09

6.64 30.38

26.6 47.14

84.17 104.15

6.11 11.42

19.22 28.81

21.79 37.82

13.67 25.42

9.55 16.17

8.23 19.4

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

117.18

105.09

113.77

124.31

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

45.2635.8440.6135.435.0329.132.2434.413340.343.548.67453.36

1.6960.0770.272.0030.1280.1050.092

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

Curva III

500500

Suma100100100100

45.26 88.9735.84 75.7440.61 7935.4 71.8535.03 72.6429.1 63.9532.24 65.6734.41 75.4333 77.840.3 90.2143.5 91.948.67 93.93453.36 947.09

Promedio

0.2680.010.0421.830.0190.0140.012

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

1505035303015

101048

66.9833.7126.677.3419.50156.7756.1502.4189.52

25UNIDADES DE RIEGO

123.27

394.71

UNIDADES DE RIEGO

ANCHAC- HUASI

CALENDARIO AGRICOLA

M E S E SO N

- - - - - - - -

- - - - - - - - = = = = =

= = = = = = = = = =

- - - - - - - - - - - - - - - -

= = = = = = = = = =

- - - - - - - -

650 962

C A L E N D A R I O A G R Í C O L AO

ARV V.

Haba V.

AVE F.

MAIZ CH.

3.82 4.18

3.51 3.9

= = = = =

- - - - - - - -

= = = = =

Penman Monteith

3.47 3.78

3.49 3.67

3.56 3.78

3.09 3.45

3.27 3.5

3.58 4.19

3.99 4.3

4.62 4.91

4.85 5

4.04 4.38

13· 18' 1r

Descripción

O47.14

O12.15

CCCCCCCC

1.12 1.06

1.02 0.7

1.02 0.9

0.89 0.69

1 1.02

0.93 0.62

1.02 0.86

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S O101.1 114.7

8.23 19.4

650 650

1,583.93 1,470.84

0.611 0.549

0.94 0.84

611.08

18' 17.0''

O47.14

199.26106.5669.16165.92180.83129.17108.5049.2995.3073.2090.5485.4053.6832.3231.70

65.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

1.12 1.06

1.02 0.7

1.02 0.9

0.89 0.69

1 1.02

0.93 0.62

1.02 0.86

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

S O101.1 114.7

650 650

844.76 784.45

0.326 0.293

0.501 0.451

325.91

106.2756.8336.8988.4996.4468.8957.8726.2950.8339.0448.2945.5528.6317.2416.91

UNIDADES DE RIEGO

35153530171325

201525

201025

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

Chiara

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNALOG - PEARSON III

140 1606.437.188.178.899.5410.5510.88

1.699 30.585

A^(m*A^(-n))

30.58530.58530.585

12.798

ETon/km2-año

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.03360.0336

0.05440.0544

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%INTER3.925.85.298.7410.2112.23

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESSet.9.7

6.113.4611.19.410.616.612.412.412.113.9

MESESSet.2518.424.219.623.523.330.230.828.824.228.825.6

Set.-7.6-6.8-2.4-6.8-0.1-5.43.62.3-0.2-0.6-2.40.8

5.411.2

18.324.7-8.1-2.7

MESESSet.

716963-

5571748762656965

2.9 31.7 1.6

6.546.54

DISTRITO

Huamanga

Chiara

Chuschi

:Vinchos

2005 2006

216.44

109.82

PUTACCA

1,182.6

1,109.3

1,036.2

1,082.2

1,127.0

1,051.9

1,125.7

138.18

110.45

131.48

116.29

138.18

104.15

ALTITUD:

LATITUD:

LONGITUD:

Hargreaves 01

Blaney y Criddle

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

45.26 88.9735.84 75.7440.61 7935.4 71.8535.03 72.6429.1 63.9532.24 65.6734.41 75.4333 77.840.3 90.2143.5 91.948.67 93.93453.36 947.09

Promedio

1.6960.0770.272.0030.1280.1050.092

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

500500

Suma100100100100

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.2680.010.0421.830.0190.0140.012

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD:

LATITUD:

LONGITUD:

1505035303015

101048

66.9833.7126.677.3419.50156.7756.1502.4189.52

10 101048

123.27

394.71

UNIDADES DE RIEGO

OCT150.0

CALENDARIO AGRICOLA

M E S E SN

= = = = =

- - - - - - - -

= = = = =

C A L E N D A R I O A G R Í C O L AO

ARV V.

Haba V.

AVE F.

MAIZ CH.

= = = = =

- - - - - - - -

= = = = =

13· 18' 1r

Descripción

Todas las pérdidas18' 17.0'' 13.3

O N47.14 51.18

25.42 41.4

19.4 34.01

O N12.15 12.46

19.4 34.01

65.08 62.61

CC CGCC CGCC CGCC CC

CC CCCC CCCC CCCC CG

CC CCCG CG

CC CCCC CCCC CGCC CG

CG650 962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O114.7

1,470.84

18' 17.0''

O47.14

65.08CCCCCCCC

CCCCCCCC

CGCCCCCCCC

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O114.7

784.45

UNIDADES DE RIEGO

35153530171325

201525

201025

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

2003 2004

Chiara

1606.437.188.178.899.5410.5510.88

30.585

A^(m*A^(-n))

30.58530.58530.585

12.798

E fTon/km2-año Fact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.05440.0544

AREA(Has)

271.95

298.39

2883.36

246.97

PECUARIA

%INTER3.925.85.298.7410.2112.23

EMPRESA DETRANSPORTE“HalcónSagrado”

“San Cristóbal”

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESSet. Oct.9.7 10.6

6.1 7.313.4 13.76 6.411.1 12.29.4 10.210.6 11.616.6 1812.4 13.412.4 13.112.1 13.113.9 14.6

MESESSet. Oct.25 2618.4 2024.2 28.519.6 19.223.5 28.223.3 24.330.2 31.530.8 31.228.8 26.824.2 28.428.8 26.825.6 26.2

Set. Oct.-7.6 -6.8-6.8 -4.4-2.4 -0.4-6.8 -4.2-0.1 -0.8-5.4 -3.43.6 4.42.3 3.3-0.2 0-0.6 2-2.4 -1.20.8 5

5.411.2

18.324.7-8.1-2.7

MESESSet.

716963-

5571748762656965

6.546.54

216.44

109.82

PUTACCA

Pp Pp Acum.

841.9 841.9

595.1 1,437.0

1,182.6 2,619.6

796.6 3,416.2

953.2 4,369.4

1,109.3 5,478.7

1,036.2 6,514.9

830.4 7,345.3

1,082.2 8,427.5

1,127.0 9,554.5

905.4 10,459.9

1,051.9 11,511.8

722 12,233.8

638.9 12,872.6

655.3 13,527.9

809 14,336.9

678.1 15,015.0

1,125.7 16,140.7

840.1 16,980.8

778.7 17,759.6

974.3 18,733.9

771.6 19,505.4

138.18

110.45

131.48

116.29

138.18

104.15

ALTITUD: 4270 msnm

LATITUD: 13° 18' 08'' S

LONGITUD: 74° 31' 06'' W

HRm Vm

(%) (m/s)

69 2.6

68 2.5

67 2.5

70 2.4

72 2.8

75 2.8

76 3.1

75 2.9

65 3.2

63 3.3

68 2.9

Hargreaves 01

Blaney y Criddle

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

Sep Oct30 31

1.696 2.4540.077 0.1060.27 0.672.003 4.9630.128 0.220.105 0.1580.092 0.147

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

0.602.451.440.110.160.290.230.232.160.870.151.790.360.220.661.120.500.270.260.180.480.21

500500

Suma100100100100

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

Sep Oct30 31

0.268 0.3910.01 0.0170.042 0.1061.83 4.6570.019 0.0340.014 0.0220.012 0.02

0.090.390.230.020.020.050.030.040.350.140.020.280.050.030.100.180.080.040.040.030.070.03

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

ALTITUD: 3550 msnm

LATITUD: 13° 18' 17'' S

LONGITUD: 74° 21' 47'' W

HRm Vm

(%) (m/s)

69 2.6

68 2.5

67 2.5

70 2.4

72 2.8

75 2.8

76 3.1

75 2.9

65 3.2

63 3.3

68 2.9

1505035303015

158101048

66.9833.7126.677.3419.50156.7756.1502.4189.52

101048232

UNIDADES DE RIEGO

123.27

394.71

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SN

= = = = =

- - - - - - - -

= = = = =

C A L E N D A R I O A G R Í C O L AO N

ARV V. PA

QUI PA

Haba V. QUI

QUI QUI

AVE F. CEBLL

PAST PAST

AJO AJO

ALF ALF

CEBLL CEBLL

AJO AJO

MAIZ CH. AJO

CEBLL MAIZ G.

650 962

13· 18' 1r

Descripción

Todas las pérdidas13.3

N51.18

N12.46

CGCGCG

CCCCCC

CGCGCG962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O114.7

1,470.84

18' 17.0'' 13.3

N51.18

34.01N

62.61CGCGCG

CCCCCC

CGCGCG962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O114.7

784.45

UNIDADES DE RIEGO

35 7015 3035 7030 6017 3413 2625 50

20 4015 3025 50

20 4010 2025 50

AREA (Has ) A IRRIGAR

650 Has

0+2640+319

0+6350+7401+146

0+8030+8951+2811+4931+4931+5201+8822+1292+2212+395

0+1400+267

0+8681+112

1+4311+9012+164

2+4382+439

0+6750+676

0+2060+358

0+6710+914

Chiara

30.585

32.12 17.29

11.5213.2315.59

18.8021.1221.71

12.798

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.05440.0544

AREA(Has) %

339.9 6.34

5.03 0.09

39.91 0.74

271.95 5.08

298.39 5.57

2883.36 53.82

246.97 4.61

PECUARIA

%INTER3.925.85.298.7410.2112.23

EMPRESA DETRANSPORTEHalcón

Sagrado”

San Cristóbal”

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

UNDDE LA SUPERFICIE

m.s.n.m.ALTITUD

PENDIENTE%

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESOct.10.6

7.313.76.412.210.211.61813.413.113.114.6

MESESOct.262028.519.228.224.331.531.226.828.426.826.2

Oct.-6.8-4.4-0.4-4.2-0.8-3.44.43.302-1.25

5.411.2

18.324.7-8.1-2.7

MESESSet. Oct.

71 6869 6563 70- -

91 88- -

55 5571 6974 7287 8662 6165 6569 6565 65

75 6963 65

6.54 6.476.54 6.47

Oct. Nov.

107.1 106.5

154.9 67.5

210.7 200.4

81.7 115.4

75.1 125.5

33.6 77

66.2 155

184.8 160.8

198 49.3

216.44 43.71

47.94 136.07

93.06 101.1

44.42 79.2

69.09 94.05

87.5 32

16.9 28.4

109.82 124.51

89.99 102.02

85.73 97.19

99.31 112.59

85.23 96.63

PUTACCA

Pp Acum.

1,437.0

2,619.6

3,416.2

4,369.4

5,478.7

6,514.9

7,345.3

8,427.5

9,554.5

10,459.9

11,511.8

12,233.8

12,872.6

13,527.9

14,336.9

15,015.0

16,140.7

16,980.8

17,759.6

18,733.9

19,505.4

138.18

110.45

131.48

116.29

138.18

104.15

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

Hargreaves 01

Blaney y Criddle

2.73 2.50 2.47 2.60 2.58 2.32 2.44 2.64 2.73 3.01 3.13

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

2.4540.1060.674.9630.220.1580.147

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

I II III

500500

Suma100100100100

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.3910.0170.1064.6570.0340.0220.02

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

1505035303015

101048

66.9833.7126.677.3419.50156.7756.1502.4189.52

101048232

UNIDADES DE RIEGO

123.27

394.71

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SN

= = = = =

- - - - - - - -

= = = = =

C A L E N D A R I O A G R Í C O L AN

MAIZ G.

13· 18' 1r

Descripción

N51.18

N12.46

CGCGCG

CCCCCC

CGCGCG962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O114.7

1,470.84

N51.18

34.01N

62.61CGCGCG

CCCCCC

CGCGCG962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O N114.7 114

650 962

784.45 368.88

0.293 0.142

0.451 0.148

41.5159.7642.6935.8618.3742.6625.6140.5329.8818.7812.890.35

UNIDADES DE RIEGO

70307060342650

403050

402050

AREA (Has ) A IRRIGAR

650 Has

0+000 Res ervorio Nº 03 CºAº V=765.00m3

0+264 Válvula de Aire Nº 210+319 Válvula de Purga Nº 39

0+635 Inicio de Sifón invertido N° 240+740 Toma Lateral N° 091+146 Final de Sifón invertido N° 24

0+000 Toma Lateral

0+579 Válvula de Purga N° 41

0+803 Válvula de Aire Nº 220+895 Inicio de Sifón invertido N° 271+281 Válvula de Purga Nº 431+493 Res ervorio Nº 04 CºAº V=874.50 m31+493 Final de Sifón invertido N° 271+520 Inicio de Sifón invertido N° 281+882 Válvula de Aire Nº 232+129 Válvula de Purga Nº 442+221 Válvula de Aire Nº 242+395 Final de Sifón invertido N° 28

0+140 Válvula de Purga Nº 460+267 Válvula de Aire Nº 25

0+868 Válvula de Aire Nº 261+112 Inicio de Sifón invertido N° 30

1+431 Válvula de Aire Nº 271+901 Válvula de Aire Nº 282+164 Válvula de Purga Nº 47

0+206 Inicio de Sifón invertido N° 330+358 Válvula de Purga Nº 52

0+671 Válvula de Purga Nº 530+914 Final de Sifón invertido N° 33

Chiara

Log - PearsonIII

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

30.585

12.798

Zona R R(t/ha-año)Áreas con lluvia de gran intensidad y duración y escurrimiento superficial 750-800

500-650

450-550

Áreas con lluvia de mediana intensidad y de poco escurrimiento superficial 200-350CP

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.05440.0544

PECUARIA

%INTER3.925.85.298.7410.2112.23

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

VALORDE LA SUPERFICIE

22.7829.05

COTAS45503950

CENTROIDE ( W GS 1984 UTM ZONE 18S)552174.038529399.46

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

DE LA RED HIDRICA12.51

315.38

1.472817133PARAMETROS GENERADOS

3.6447.96

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESOct.10.6

7.313.76.412.210.211.61813.413.113.114.6

MESESOct.262028.519.228.224.331.531.226.828.426.826.2

Oct.-6.8-4.4-0.4-4.2-0.8-3.44.43.302-1.25

5.4 6.211.2 12.1

18.3 19.624.7 26.1-8.1 -5.8-2.7 -0.9

MESESOct.

686570-

5569728661656565

6.476.47

2006 2007

136.07

124.51

102.02

112.59

PUTACCA

Pp Acum.

1,437.0

2,619.6

3,416.2

4,369.4

5,478.7

6,514.9

7,345.3

8,427.5

9,554.5

10,459.9

11,511.8

12,233.8

12,872.6

13,527.9

14,336.9

15,015.0

16,140.7

16,980.8

17,759.6

18,733.9

19,505.4

138.18

110.45

131.48

116.29

138.18

104.15

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

Hargreaves 01

Blaney y Criddle

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

2.4540.1060.674.9630.220.1580.147

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.3910.0170.1064.6570.0340.0220.02

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

1505035303015

101048

66.9833.7126.677.3419.50156.7756.1502.4189.52

101048232

UNIDADES DE RIEGO

123.27 26.88

54.1 11.8

30.91 6.74

23.57 5.14

17.57 3.83

16.58 3.61

15.46 3.37

14.68 3.2

13.52 2.95

11.63 2.54

7.73 1.69

5.8 1.26

394.71 86.07

UNIDADES DE RIEGO

TAMBO A

CALENDARIO AGRICOLA

M E S E SN

= = = = =

- - - - - - - -

= = = = =

MAIZ G.

13· 18' 1r

Descripción

N51.18

N12.46

CGCGCG

CCCCCC

CGCGCG962

0.69 0.58

1.02 0.86

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

O N114.7 114

19.4 34.01

650 962

1,470.84 691.66

0.549 0.267

0.84 0.28

N51.18

34.01N

0.270.70

0.860.58

0.310.28

77.84112.0580.0467.2334.4479.9948.0275.9956.0235.2224.160.66

62.61CGCGCG

CCCCCC

CGCGCG962

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

368.88

41.5159.7642.6935.8618.3742.6625.6140.5329.8818.7812.890.35

UNIDADES DE RIEGO

11.89 123.27

5.22 54.1

2.98 30.91

2.27 23.57

1.69 17.57

1.6 16.58

1.49 15.46

1.42 14.68

1.3 13.52

1.12 11.63

0.75 7.73

0.56 5.8

38.07 394.71

0.94 0.94

0.5 0.5

63.63 63.63

22.77 236.1

12.14 125.84

70307060342650

403050

402050

ANCHAC- HUAS I

Res ervorio Nº 03 CºAº V=765.00m3

Válvula de Aire Nº 21Válvula de Purga Nº 39

Inicio de Sifón invertido N° 24Toma Lateral N° 09Final de Sifón invertido N° 24

Toma Lateral

Válvula de Purga N° 41

Válvula de Aire Nº 22Inicio de Sifón invertido N° 27Válvula de Purga Nº 43Res ervorio Nº 04 CºAº V=874.50 m3Final de Sifón invertido N° 27Inicio de Sifón invertido N° 28Válvula de Aire Nº 23Válvula de Purga Nº 44Válvula de Aire Nº 24Final de Sifón invertido N° 28

Válvula de Aire Nº 26Inicio de Sifón invertido N° 30

Válvula de Aire Nº 27Válvula de Aire Nº 28Válvula de Purga Nº 47

Inicio de Sifón invertido N° 33Válvula de Purga Nº 52

Válvula de Purga Nº 53Final de Sifón invertido N° 33

2004 2005

Chiara

160 180

Log - PearsonIII

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

5.976.667.598.258.859.7910.09

30.585

12.798

R(t/ha-año)750-800500-650

450-550

200-350CP

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.05440.0544

0.0544 0.20020.0544 0.2002

PECUARIA

%INTER3.925.85.298.7410.2112.23

15.9617.28

10.175.993.32

69340.27151667.35134367.1768002.9938067.9714202.645672.281346.38434.06250.96483352.07

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

m.s.n.m.m.s.n.m.

Km/Km2m/m

m.s.n.m.Hr.-

MESESOct.10.6

7.313.76.412.210.211.61813.413.113.114.6

MESESOct.262028.519.228.224.331.531.226.828.426.826.2

Oct.-6.8-4.4-0.4-4.2-0.8-3.44.43.302-1.25

6.212.1

19.626.1-5.8-0.9

MESESOct.

686570-

5569728661656565

6.476.47

136.07

124.51

102.02

112.59

PUTACCA

Pp Acum.

1,437.0

2,619.6

3,416.2

4,369.4

5,478.7

6,514.9

7,345.3

8,427.5

9,554.5

10,459.9

11,511.8

12,233.8

12,872.6

13,527.9

14,336.9

15,015.0

16,140.7

16,980.8

17,759.6

18,733.9

19,505.4

136.65

105.32

147.23

107.51

147.23

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

Hargreaves 01

Blaney y Criddle

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

2.4540.1060.674.9630.220.1580.147

3168.634710.363051.91792.87166.64

77.1351.8459.3

127.94219.56372.51292.56

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.3910.0170.1064.6570.0340.0220.02

722.82471.43109.87

20.527.376.237.6919.3633.6354.39

200.21

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

1505035303015

158101048

66.98 6.1733.71 3.4326.67 27.34 0.6419.5 00 3.3315 06.77 05 06.15 00 02.4 1.2189.52 16.77

101048232

UNIDADES DE RIEGO

TAMBO A

20 3.5

12 2.5

17.5 0

263 44.5

CALENDARIO AGRICOLA

M E S E SN D

= = = = = = = = = =

- - - - - - - - = = = = =

= = = = = = = = = =

962 1,021.5

MAIZ G.

= = = = =

13· 18' 1r

Descripción

N D51.18 97.17

41.4 76.87

34.01 64.18

N D12.46 13.01

34.01 64.18

62.61 68.01

CG CGCG CGCG CG

CC CGCC CGCC CG

CC CGCG CG

CC CGCC CG

CG CGCG CGCG CG962 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

691.66

N51.18

34.01N

77.84112.0580.0467.2334.4479.9948.0275.9956.0235.2224.160.66

62.61CGCGCG

CCCCCC

CGCGCG962

0.69 0.58

1.02 0.86

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

368.88

0.270.70

0.860.58

0.310.28

41.5159.7642.6935.8618.3742.6625.6140.5329.8818.7812.890.35

UNIDADES DE RIEGO

123.27

394.71

125.84

70307060342650

403050

402050

Toma Lateral

Chiara

Log - PearsonIII

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

5.976.667.598.258.859.7910.09

30.585

12.798

R(t/ha-año)750-800500-650

450-550

200-350CP

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.0544 0.20020.0544 0.2002

0.20020.2002

PECUARIA

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.78Km 29.051 1.72

Km 12.51Km 1.82

Coef. 0.34Coef. 0.15Coef. 0.43Km 12.74Km 1.79Km 3.37Km 6.86Km 5.15- -- -

m.s.n.m. 4550m.s.n.m. 3950

Km 0.6m.s.n.m. 4247m.s.n.m. 4269.7m.s.n.m. 4325.03

% 4.71% 19.1- Perenne

Km/Km2 0.68m/m 0.048

m.s.n.m. 3950Hr. 3.64- 3

CUENCA USTUNA

MESESOct. Nov.10.6 10.9

7.3 7.613.7 14.36.4 7.212.2 12.110.2 10.511.6 11.918 17.613.4 13.913.1 13.513.1 13.714.6 14.9

MESESOct. Nov.26 26.520 18.628.5 25.219.2 19.828.2 24.624.3 2431.5 3131.2 31.626.8 26.928.4 25.626.8 26.926.2 26.7

Oct. Nov.-6.8 -5.6-4.4 -4.4-0.4 -2.8-4.2 -6.8-0.8 -9.6-3.4 -5.44.4 4.53.3 2.20 1.12 -8.7-1.2 -1.65 4

6.212.1

19.626.1-5.8-0.9

MESESOct.

686570-

5569728661656565

69 6565 65

3 3.21.6 1.9

6.476.47

2007 2008

136.07

124.51

102.02

112.59

PUTACCA TUNS ULLA

Pp Acum. Pp

841.9 1,134.5

1,437.0 951.9

2,619.6 1,793.5

3,416.2 1,358.8

4,369.4 1,026.1

5,478.7 1,052.3

6,514.9 1,531.8

7,345.3 1,793.1

8,427.5 1,672.2

9,554.5 1,634.2

10,459.9 1,547.2

11,511.8 1,501.7

12,233.8 1,353.8

12,872.6 1,392.3

13,527.9 884.7

14,336.9 1,090.0

15,015.0 754.9

16,140.7 1,561.3

16,980.8 1,279.3

17,759.6 1,218.8

18,733.9 1,411.8

19,505.4 1,211.7

136.65

105.32

147.23

107.51

147.23

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

Hargreaves 01

Blaney y Criddle

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

Oct Nov31 30

2.454 3.0160.106 0.1130.67 0.794.963 5.8580.22 0.3720.158 0.2630.147 0.204

0.550.772.640.360.850.590.710.490.480.301.330.810.500.420.263.020.330.201.430.110.830.41

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.3910.0170.1064.6570.0340.0220.02

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

6.173.4320.6403.33000001.216.77

5035 35

15 15158

10 1010 104 48 8232 365

UNIDADES DE RIEGO

NOV150.0

CALENDARIO AGRICOLA

M E S E SD

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AN D

QUI QUI

QUI Haba G.

PA AVE F.

PA CEB

PA TRG

CEBLL CEBLL

PAST PAST

AJO ARV G.

ALF ALF

CEBLL ARV V.

AJO Haba V.

AJO AJO

MAIZ G. MAIZ G.

OTR OTR

962 1021.46

4.18 4.36

3.9 4.09

Penman ModificadoFAO

3.78 3.99

3.67 3.77

3.78 3.62

3.45 3.16

3.5 3.34

4.19 3.77

4.3 4.34

4.91 5.13

5 5.13

4.38 4.45

Descripción

Todas las pérdidas

D97.17

D13.01

CGCGCGCG

CGCGCGCGCG1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

691.66

N D51.18 97.17

41.4 76.87

34.01 64.18N D

12.46 13.01

77.84112.0580.0467.2334.4479.9948.0275.9956.0235.2224.160.66

34.01 64.18

62.61 68.01CG CGCG CGCG CG

CC CGCC CGCC CG

CG CGCG CG

CC CGCG CG

CC CGCC CG

CG CGCG CGCG CG962 1,021.5

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

368.88

UNIDADES DE RIEGO

123.27

394.71

125.84

70307060342650

403050

402050

Toma Lateral

2005 2006

Chiara

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

30.585

12.798

R(t/ha-año)750-800500-650

450-550

200-350CP

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.20020.2002

0.2002 2.15370.2002 2.1537

PECUARIA

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.74325.03

4.7119.1

Perenne0.68

0.04839503.64

MESESNov.10.9

7.614.37.212.110.511.917.613.913.513.714.9

MESESNov.26.518.625.219.824.6243131.626.925.626.926.7

Nov.-5.6-4.4-2.8-6.8-9.6-5.44.52.21.1-8.7-1.64

6.2 6.812.1 12.5

19.6 18.526.1 25.1-5.8 -9-0.9 -4.1

MESESOct. Nov.

68 6865 6370 69- -

88 89- -

55 5369 7172 7386 8761 6065 6765 6365 67

3.21.9

6.47 6.346.47 6.34

136.07

124.51

102.02

112.59

TUNS ULLA

1,134.5

1,793.5

1,358.8

1,026.1

1,052.3

1,531.8

1,793.1

1,672.2

1,634.2

1,547.2

1,501.7

1,353.8

1,392.3

1,090.0

1,561.3

1,279.3

1,218.8

1,411.8

1,211.7

136.65

105.32

147.23

107.51

147.23

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

Blaney y Criddle(mm/dia)

Hargreaves 01

Blaney y Criddle

1.46 1.28 1.31 1.18 1.13 0.97 1.04 1.11 1.10 1.30 1.45

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

3.0160.1130.795.8580.3720.2630.204

0.550.772.640.360.850.590.710.490.480.301.330.810.500.420.263.020.330.201.430.110.830.41

88.9775.747971.8572.6463.9565.6775.4377.890.2191.993.93947.09

0.4830.0160.1235.3850.0540.0360.032

0.090.110.410.050.130.090.120.070.070.050.210.120.080.060.030.480.050.030.230.020.130.07

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

6.173.4320.6403.33000001.216.77

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

M E S E SD

= = = = =

1,021.5

C A L E N D A R I O A G R Í C O L AD

Haba G.

AVE F.

ARV G.

ARV V.

Haba V.

MAIZ G.

1021.46

Penman Modificado

Descripción

Todas las pérdidas

D97.17

D13.01

CG Arveja Verde

CG Quinua

CG Haba Verde

CG Quinua

CG Papa

CG PapaCG Avena Forrajera

CG Pasto Asociado

CG AjoCG Alfalfa

CG Cebolla

CG Ajo

CG Maiz Choclo

CG Cebolla

CG1,021.5 Cultivado (há)

0.58 0.9

0.86 0.48

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

N D114 103.54

34.01 64.18

962 1,021.46

691.66 118.01

0.267 0.044

0.28 0.04

D97.17

64.18D

0.520.30

0.580.75

0.600.42

0.02--

31.1139.36

-37.39

10.14--

68.01CGCGCGCG

0.58 0.9

0.86 0.48

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

N D114 103.54

962 1,021.46

368.88 62.94

0.142 0.023

0.148 0.023

0.520.30

0.580.75

0.600.42

0.01--

16.5920.99

-19.94

5.41--

UNIDADES DE RIEGO

123.27

394.71

125.84

70307060342650

403050

402050

Toma Lateral

Chiara USTUNA

---- 45.7

31 57.4

30.3 52.2

22.4 47.9

27.9 38.1

23.7 50.1

23.9 49.3

24.4 47.9

19.1 45.9

38 48.5

27.3 41.1

30.2 38.4

25.5 69

27.3 47

22 43.5

18.4 31.8

24 31.8

28.1 37.4

26.1 36.8

180 200

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

5.596.237.107.728.289.159.44

30.585 25.46

Qmax(m3/s)

10.4814.9920.95

29.9737.1240.45

12.798

R(t/ha-año)750-800500-650

450-550

200-350

fFact Entr

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.20020.2002

2.15372.1537

PECUARIA

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.74325.03

4.7119.1

Perenne0.68

0.04839503.64

MESESNov.10.9

7.614.37.212.110.511.917.613.913.513.714.9

MESESNov.26.518.625.219.824.6243131.626.925.626.926.7

Nov.-5.6-4.4-2.8-6.8-9.6-5.44.52.21.1-8.7-1.64

6.812.5

18.525.1-9-4.1

MESESNov.

686369-

5371738760676367

3.2 3.31.9 2

6.346.34

2008 2009

Nov. Dic.

106.5 83.9

67.5 97.2

200.4 228.3

115.4 134.4

125.5 191.6

77 182.2

155 244.1

160.8 218.4

49.3 169.91

43.71 284.82

136.07 128.31

101.1 312.32

79.2 71.4

94.05 173.5

32 169

87 98.5

28.4 139.8

124.51 234.26

102.02 191.95

97.19 182.87

112.59 211.83

96.63 181.8

TUNS ULLA

1,134.5

1,793.5

1,358.8

1,026.1

1,052.3

1,531.8

1,793.1

1,672.2

1,634.2

178.65

1,547.2

1,501.7

1,353.8

1,392.3

1,090.0

1,561.3

1,279.3

1,218.8

1,411.8

1,211.7

Nov. Dic.

66.71 60.26

64.39 122.67

136.65 162.15

52.17 44.65

85.89 100.35

70.03 118.56

80.37 158.27

62.98 136.89

37.48 115.33

39.72 216.05

105.32 164.38

74.82 231.46

65.45 151.11

57.69 175.31

28.55 152.16

147.23 149.7

44.42 126.31

31.54 91.89

107.51 103.64

12.34 96.7

82.49 139.59

59.69 0

68.79 128.06

147.23 231.46

12.34 0

33.39 52.44

64.92 131.6

46.35 101.17

32.13 63.42

Nov. Dic.

50.28 45.42

48.53 92.46

103 122.21

39.32 33.65

64.74 75.63

52.78 89.36

60.58 119.29

47.47 103.17

28.25 86.93

29.93 162.84

79.38 123.9

56.39 174.45

49.33 113.89

43.48 132.13

21.52 114.69

81.03 78.11

9.3 72.88

62.17 105.21

44.99 0

51.18 97.17

103 174.45

21.94 42.02

49.33 103.17

41.4 76.87

26.9 43.07

34.01 64.18

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

(m/s) (horas)

2.6 4.8

2.5 4.3

2.5 4.5

2.4 6.1

2.8 7.9

3.1 8.2

2.9 7.9

3.2 6.5

3.3 6.3

2.9 4.7

Hargreaves 01

Blaney y Criddle

1.46 1.28 1.31 1.18 1.13 0.97 1.04 1.11 1.10 1.30 1.45

3.0160.1130.795.8580.3720.2630.204

0.4830.0160.1235.3850.0540.0360.032

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

(m/s) (horas)

2.6 4.8

2.5 4.3

2.5 4.5

2.4 6.1

2.8 7.9

3.1 8.2

2.9 7.9

3.2 6.5

3.3 6.3

2.9 4.7

6.173.4320.6403.33000001.216.77

50 5035 3530 3030 3015 1515 158 810 1010 104 48 8365 365

UNIDADES DE RIEGO

DIC150.0

CALENDARIO AGRICOLA

C A L E N D A R I O A G R Í C O L A CULTI VO ROTACI ONAL

D ESPECIE

PA Arveja Verde

PA Quinua

QUI Haba Verde

Haba G. Quinua

AVE F. Papa

CEB Papa

TRG Papa

CEBLL Avena Forrajera

PAST Pasto Asociado

ARV G. Ajo

ALF Alfalfa

ARV V. Cebolla

Haba V. Ajo

AJO Maiz Choclo

MAIZ G. Cebolla

1021.46 TOTAL

CAMPAÑA CHICA

Arveja Verde

Quinua Haba Verde Quinua PapaPapa

Avena Forrajera Pasto Asociado AjoAlfalfa Cebolla AjoMaiz Choclo

Cebolla

Descripción

Todas las pérdidas

Arveja Verde

Quinua

Haba Verde

Quinua

PapaAvena Forrajera

Pasto Asociado

AjoAlfalfa

Cebolla

Maiz Choclo

Cebolla

Cultivado (há)

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

D103.54

1,021.46

118.01

D97.17

64.18D

0.02--

31.1139.36

-37.39

10.14--

68.01CG Arveja Verde

CG Quinua

CG Haba Verde

CG Quinua

CG Papa

CG PapaCG Avena ForrajeraCG Pasto Asociado

CG AjoCG Alfalfa

CG Cebolla

CG Ajo

CG Maiz Choclo

CG Cebolla

CG1,021.5 Cultivado (há)

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

D103.54

1,021.46

0.01--

16.5920.99

-19.94

5.41--

UNIDADES DE RIEGO

123.27

394.71

125.84

70307060342650

403050

402050

Toma Lateral

2006 2007

USTUNA

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNALOG - PEARSON III GUMBEL

51.5857.6160.1862.8665.6666.8669.3471.9278.3993.13

110.65156.18

1.5002.2502.6742.9703.1993.3843.6763.9024.6005.2965.7026.214

12.798

R(t/ha-año)750-800500-650

450-550

200-350

f QsFact Entr on/km2-añ

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

0.2002 2.15370.2002 2.1537

2.1537 0.17952.1537 0.1795

PECUARIA

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.7

4325.034.7119.1

Perenne0.68

0.04839503.64

MESESDic.10.6

6.813.57.31210.110.817.113.412.813.214

MESESDic.2919.226.419.4252330.830.626.424.626.426.3

Dic.-6.2-4.8-4.8-3.60-2.62.660.42.2-0.63.3

6.8 7.512.5 13

18.5 18.825.1 25.1-9 -6.1-4.1 -1

MESESNov. Dic.

68 7463 6869 75- -

89 93- -

53 5571 7973 6687 9460 5467 7363 6867 73

65 6365 67

6.34 4.756.34 4.75

2009 2010

169.91

284.82

128.31

312.32

234.26

191.95

182.87

211.83

TUNS ULLA

Pp Pp Acum.

1,134.5 1,134.5

951.9 2,086.4

1,793.5 3,879.9

1,358.8 5,238.7

1,026.1 6,264.8

1,052.3 7,317.1

1,531.8 8,848.9

1,793.1 10,642.0

1,672.2 12,314.2

1,634.2 13,948.4

1,547.2 15,495.6

1,501.7 16,997.3

1,353.8 18,351.1

1,392.3 19,743.4

884.7 20,628.1

1,090.0 21,718.1

754.9 22,473.0

1,561.3 24,034.3

1,279.3 25,313.6

1,218.8 26,532.4

1,411.8 27,944.1

1,211.7 29,155.8

122.67

162.15

100.35

118.56

158.27

136.89

115.33

216.05

164.38

231.46

151.11

175.31

152.16

126.31

103.64

139.59

128.06

231.46

101.17

122.21

119.29

103.17

162.84

174.45

113.89

132.13

114.69

105.21

174.45

103.17

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

(horas)

Hargreaves 01

Blaney y Criddle

1.46 1.28 1.31 1.18 1.13 0.97 1.04 1.11 1.10 1.30 1.45

Nov Dic30 31

3.016 6.1850.113 0.0740.79 2.4585.858 18.2220.372 1.2930.263 0.4850.204 0.301

0.441.953.760.291.251.763.382.411.665.753.726.183.024.143.033.272.000.931.421.042.590.07

Nov Dic30 31

0.483 0.9950.016 0.0080.123 0.3915.385 17.1640.054 0.20.036 0.0780.032 0.045

0.070.300.590.040.190.280.540.390.260.930.590.990.480.660.490.510.320.150.220.170.410.01

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

(horas)

6.17 1.543.43 1.712 0.670.64 0.640 03.33 0.670 00 00 00 00 01.2 0.416.77 5.63

5035303015158101048365

UNIDADES DE RIEGO

26.88 15.85

11.8 6.96

6.74 3.98

5.14 3.03

3.83 2.26

3.61 2.13

3.37 1.99

3.2 1.89

2.95 1.74

2.54 1.5

1.69 0.99

1.26 0.75

86.07 50.76

UNIDADES DE RIEGO

TAMBO B

3.5 2.5

2.5 2.5

1.5 1.5

44.5 30.5

CALENDARIO AGRICOLA

CULTI VO ROTACI ONAL

ESPECIE

Arveja Verde

Quinua

Haba Verde

Quinua

Avena Forrajera

Pasto Asociado

Alfalfa

Cebolla

Maiz Choclo

Cebolla

Descripción

Todas las pérdidas

Arveja Verde

Quinua

Haba Verde

Quinua

PapaAvena Forrajera

Pasto Asociado

AjoAlfalfa

Cebolla

Maiz Choclo

Cebolla

Cultivado (há)

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

D103.54

1,021.46

118.01

CAMPAÑA CHICA

Arveja Verde

Cebolla

0.02--

31.1139.36

-37.39

10.14--

Arveja Verde

Quinua

Haba Verde

Quinua

PapaAvena ForrajeraPasto Asociado

AjoAlfalfa

Cebolla

Maiz Choclo

Cebolla

Cultivado (há)

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

D103.54

1,021.46

UNIDADES DE RIEGO

123.27 26.88

54.1 11.8

30.91 6.74

23.57 5.14

17.57 3.83

16.58 3.61

15.46 3.37

14.68 3.2

13.52 2.95

11.63 2.54

7.73 1.69

5.8 1.26

394.71 86.07

0.94 0.94

0.5 0.5

63.63 63.63

236.1 51.49

125.84 27.44

70307060342650

403050

402050

TAMBO A

Toma Lateral

2007 2008

USTUNA

CUADRO N° 7.4: DISTRIBUCION DE PROBABILIDADES ESTACION USTUNAGUMBEL

200 2205.265.866.687.267.798.618.88

12.798

R(t/ha-año)750-800500-650

450-550

200-350

Qson/km2-añ

0.480.320.060.79

0.8900

7.380.1590.018

261.2540

2.15372.1537

0.17950.1795

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.7

4325.034.7119.1

Perenne0.68

0.04839503.64

MESESDic.10.6 9.86.8 6.413.5 13.67.3 6.312 11.110.1 9.410.8 10.417.1 16.513.4 12.412.8 12.213.2 12.214 13.6

MESESDic.29 24.719.2 18.426.4 24.519.4 20.125 23.923 22.230.8 29.430.6 3126.4 25.324.6 27.126.4 25.326.3 25.2

Dic.-6.2 -6-4.8 -5.2-4.8 -3.3-3.6 -6.60 -2.2-2.6 -4.32.6 2.16 2.70.4 -1.12.2 -1-0.6 -2.13.3 2.2

18.825.1-6.1-1

MESESDic.

746875-

5579669454736873

3.3 2.92 1.9

4.754.75

2010 2011

Dic. ANUAL

83.9 1,134.50

97.2 951.9

228.3 1,793.50

134.4 1,358.80

191.6 1,026.10

182.2 1,052.30

244.1 1,531.80

218.4 1,793.10

169.91 1,672.21

284.82 1,634.19

128.31 1,547.21

312.32 1,501.71

71.4 1,353.83

173.5 1,392.30

169 884.7

98.5 1,090.00

139.8 754.88

234.26 1,561.26

191.95 1,279.33

182.87 1,218.76

211.83 1,411.78

181.8 1,211.68

TUNS ULLA

Pp Acum.

1,134.5

2,086.4

3,879.9

5,238.7

6,264.8

7,317.1

8,848.9

10,642.0

12,314.2

13,948.4

1,325.26

15,495.6

16,997.3

18,351.1

19,743.4

20,628.1

21,718.1

22,473.0

24,034.3

25,313.6

26,532.4

27,944.1

29,155.8

Dic. ANUAL

60.26 922.5

122.67 1041.3

162.15 1482.3

44.65 723.4

100.35 868.2

118.56 1104.5

158.27 1006.6

136.89 841.1

115.33 954.5

216.05 1256

164.38 1226.7

231.46 1447

151.11 954.6

175.31 820.4

152.16 801.8

149.7 1221.5

126.31 938.4

91.89 908.8

103.64 851.3

96.7 795.2

139.59 1189.1

0 780.8

128.06 1006.2

231.46

101.17

Dic. ANUAL

45.42 695.3

92.46 784.8

122.21 1117.2

33.65 545.3

75.63 654.4

89.36 832.5

119.29 758.7

103.17 633.9

86.93 724.9

162.84 946.7

123.9 924.6

174.45 1090.6

113.89 719.5

132.13 618.3

114.69 604.4

78.11 641.7

72.88 599.4

105.21 896.2

0 588.5

97.17 756.7

174.45

103.17

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

(horas)

Hargreaves 01

Blaney y Criddle

1.46 1.28 1.31 1.18 1.13 0.97 1.04 1.11 1.10 1.30 1.45

6.1850.0742.45818.2221.2930.4850.301

0.441.953.760.291.251.763.382.411.665.753.726.183.024.143.033.272.000.931.421.042.590.07

0.9950.0080.39117.1640.20.0780.045

0.070.300.590.040.190.280.540.390.260.930.590.990.480.660.490.510.320.150.220.170.410.01

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

(horas)

1.541.710.670.6400.67000000.45.63

ESPECIE

5035303015158101048365

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

ESPECIE

Arveja Verde

Quinua

Haba Verde

Quinua

Avena Forrajera

Pasto Asociado

Alfalfa

Cebolla

Maiz Choclo

Cebolla

Descripción

Todas las pérdidas

Arveja Verde

Quinua

Haba Verde

Quinua

PapaAvena Forrajera

Pasto Asociado

AjoAlfalfa

Cebolla

Maiz Choclo

Cebolla

Cultivado (há)

D103.54 mm

64.18 mm

1,021.46 há

118.01

0.04 l/seg/há

CAMPAÑA CHICA

Arveja Verde

Cebolla

Arveja VerdeQuinua Haba Verde Quinua PapaPapaPapaAvena Forrajera Pasto Asociado AjoAlfalfa Cebolla AjoMaiz ChocloCebolla

1,000 m3

m3/seg

Arveja Verde

Quinua

Haba Verde

Quinua

PapaAvena ForrajeraPasto Asociado

AjoAlfalfa

Cebolla

Maiz Choclo

Cebolla

Cultivado (há)

0.88 1.07 1.04 0.82 0.71 0.50 0.71 0.96 1.05 0.96 0.54 0.53

l/seg/há

CAMPAÑA CHICA

Arveja Verde

Cebolla

Arveja VerdeQuinua Haba Verde Quinua PapaPapaPapaAvena Forrajera Pasto Asociado AjoAlfalfa Cebolla AjoMaiz ChocloCebolla

1,000 m3

m3/seg

UNIDADES DE RIEGO

70307060342650

403050

402050

Toma Lateral

2008 2009

USTUNA

Gumbel I

51.4756.9059.9762.1263.7765.1167.2368.8673.9278.9581.9085.60

12.798

R(t/ha-año)750-800500-650

450-550

200-350

Qs Qson/km2-añ Ton/año

282.47

2.1537 0.17952.1537 0.1795

0.1795 100.00%0.1795 100.00%

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.7

4325.034.7119.1

Perenne0.68

0.04839503.64

9.86.4

13.66.3

11.19.4

10.416.512.412.212.213.6

24.718.424.520.123.922.229.43125.327.125.325.2

-6-5.2-3.3-6.6-2.2-4.3

2.12.7

-1.1-1-2.1

2.27.5 5.813 11.3

18.8 18.125.1 24-6.1 -7.4-1 -2.6

MESESDic.

74 7368 7075 69- -

93 92- -

55 5879 7566 7394 8854 6173 7068 7073 70

63 6867 73

2.91.9

4.754.75

2011 2012

1,134.50

1,793.50

1,358.80

1,026.10

1,052.30

1,531.80

1,793.10

1,672.21

1,634.19

1,547.21

1,501.71

1,353.83

1,392.30

1,090.00

754.88

1,561.26

1,279.33

1,218.76

1,411.78

1,211.68

TUNS ULLA PROMEDI O

Pp Acum. Pp

1,134.5 835

2,086.4 793.4

3,879.9 1,155.4

5,238.7 792

6,264.8 794.8

7,317.1 898.3

8,848.9 949.7

10,642.0 831.8

12,314.2 979

13,948.4 1,035.4

1,325.26

15,495.6 945

16,997.3 977.4

18,351.1 861.5

19,743.4 864.9

20,628.1 781.9

21,718.1 921.9

22,473.0 779.7

24,034.3 915.6

25,313.6 874

26,532.4 797.1

27,944.1 1,054.8

29,155.8 946

1041.3

1482.3

1104.5

1006.6

1226.7

1221.5

1189.1

1006.2

1117.2

1090.6

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

(horas)

6.1850.0742.45818.2221.2930.4850.301

0.441.953.760.291.251.763.382.411.665.753.726.183.024.143.033.272.000.931.421.042.590.07

0.9950.0080.39117.1640.20.0780.045

0.070.300.590.040.190.280.540.390.260.930.590.990.480.660.490.510.320.150.220.170.410.01

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

(horas)

1.541.710.670.6400.67000000.45.63

ESPECIE

UNIDADES DE RIEGO

CALENDARIO AGRICOLA

ESPECIE

Arveja Verde

Quinua

Haba Verde

Quinua

Avena Forrajera

Pasto Asociado

Alfalfa

Cebolla

Maiz Choclo

Cebolla

ÁREAHá

650.00

Descripción

Todas las pérdidas

Arveja Verde 78

Quinua 70

Haba Verde 33

Quinua 68

Papa 70

Papa 50

Papa 42Avena Forrajera 33

Pasto Asociado 40

Ajo 30Alfalfa 38

Cebolla 35

Ajo 22

Maiz Choclo 25

Cebolla 16

Cultivado (há) 650

l/seg/há

m3/seg

Arveja Verde 78

Quinua 70

Haba Verde 33

Quinua 68

Papa 70

Papa 50

Papa 42Avena Forrajera 33Pasto Asociado 40

Ajo 30Alfalfa 38

Cebolla 35

Ajo 22

Maiz Choclo 25

Cebolla 16

Cultivado (há) 650

l/seg/há

m3/seg

UNIDADES DE RIEGO

26.88 15.85

11.8 6.96

6.74 3.98

5.14 3.03

3.83 2.26

3.61 2.13

3.37 1.99

3.2 1.89

2.95 1.74

2.54 1.5

1.69 0.99

1.26 0.75

86.07 50.76

0.94 0.94

0.5 0.5

63.63 63.63

51.49 30.36

27.44 16.18

TAMBO B

Toma Lateral

2009 2010

USTUNA

220 2404.975.556.316.877.378.148.40

R(t/ha-año)750-800500-650

450-550

200-350

QsTon/año

0.17950.1795

100.00%100.00%

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.7

4325.034.7119.1

Perenne0.68

0.04839503.64

9.86.4

13.66.3

11.19.4

10.416.512.412.212.213.6

24.718.424.520.123.922.229.43125.327.125.325.2

-6-5.2-3.3-6.6-2.2-4.3

2.12.7

-1.1-1-2.1

2.25.811.3

18.124-7.4-2.6

737069

-5875738861707070

2.91.9

2012 2013

1,134.50

1,793.50

1,358.80

1,026.10

1,052.30

1,531.80

1,793.10

1,672.21

1,634.19

1,547.21

1,501.71

1,353.83

1,392.30

1,090.00

754.88

1,561.26

1,279.33

1,218.76

1,411.78

1,211.68

PROMEDI O

Pp Pp Acum.

835 835

793.4 1,628.4

1,155.4 2,783.8

792 3,575.8

794.8 4,370.6

898.3 5,268.9

949.7 6,218.6

831.8 7,050.4

979 8,029.4

1,035.4 9,064.7

945 10,009.7

977.4 10,987.1

861.5 11,848.6

864.9 12,713.4

781.9 13,495.3

921.9 14,417.2

779.7 15,196.9

915.6 16,112.5

874 16,986.5

797.1 17,783.5

1,054.8 18,838.4

946 19,784.4

1041.3

1482.3

1104.5

1006.6

1226.7

1221.5

1189.1

1006.2

1117.2

1090.6

4270 msnm

13° 18' 08'' S

74° 31' 06'' W

(horas)

Dic Promedio31 365

6.185 2.7190.074 1.1742.458 1.67218.222 12.3971.293 1.4070.485 1.2920.301 1.18

1.551.632.061.301.542.141.731.491.991.531.982.721.731.291.172.421.451.721.171.391.331.45

Dic Promedio31 365

0.995 0.4250.008 0.1810.391 0.25717.164 11.2870.2 0.2180.078 0.1980.045 0.183

0.240.250.320.200.240.330.270.230.250.240.310.430.270.200.180.380.220.270.180.220.210.22

3550 msnm

13° 18' 17'' S

74° 21' 47'' W

(horas)

1.54 1501.71 500.67 350.64 300 300.67 150 150 80 100 100 40.4 85.63 365

ESPECIE

1021.46

UNIDADES DE RIEGO

10 162

2.5 52

TOTAL (ha)

SUPERFIC E (Has)

2.5 51

1.5 40

2.5 33

1.5 33

30.5 650

CALENDARIO AGRICOLA

ESPECIE SUP. (Has)

Arveja Verde 78

Quinua 70

Haba Verde 33

Quinua 68

Papa 70

Papa 50

Papa 42

Avena Forrajera 33

Pasto Asociado 40

Ajo 30

Alfalfa 38

Cebolla 35

Ajo 22

Maiz Choclo 25

Cebolla 16

TOTAL 650

ÁREAHá

78 12.00%

70 10.77%

33 5.08%

68 10.46%

70 10.77%

50 7.69%

42 6.46%33 5.08%

40 6.15%

30 4.62%38 5.85%

35 5.38%

22 3.38%

25 3.85%

16 2.46%

650 100.00%

l/seg/há

m3/seg

423340

l/seg/há

m3/seg

UNIDADES DE RIEGO

TAMBO B

Toma Lateral

USTUNA

LogGumbel

50.8457.2861.2664.2266.5968.5871.8474.4683.1992.9199.10107.49

QsTon/año

0.1795 100.00%0.1795 100.00%

100.00%100.00%

22.7829.05

COTAS45503950

4269.73ALTITUD

4269.734325.03

4247PENDIENTE

315.38

3.6447.96

22.7829.051.72

12.511.820.340.150.43

12.741.793.376.865.15

455039500.6

42474269.74325.03

4.7119.1

Perenne0.68

0.04839503.64

5.811.3

18.124-7.4-2.6

1,134.50

1,793.50

1,358.80

1,026.10

1,052.30

1,531.80

1,793.10

1,672.21

1,634.19

1,547.21

1,501.71

1,353.83

1,392.30

1,090.00

754.88

1,561.26

1,279.33

1,218.76

1,411.78

1,211.68

PROMEDI O

Pp Acum.

1,628.4

2,783.8

3,575.8

4,370.6

5,268.9

6,218.6

7,050.4

8,029.4

9,064.7

10,009.7

10,987.1

11,848.6

12,713.4

13,495.3

14,417.2

15,196.9

16,112.5

16,986.5

17,783.5

18,838.4

19,784.4

1041.3

1482.3

1104.5

1006.6

1226.7

1221.5

1189.1

1006.2

1117.2

1090.6

Promedio365

2.7191.1741.67212.3971.4071.2921.18

Promedio365

0.4250.1810.25711.2870.2180.1980.183

1505035303015158101048365

1021.46

SUP. (Has)

12.00%

10.77%

10.46%

10.77%

6.46%5.08%

4.62%5.85%

100.00%

l/seg/há

423340

l/seg/há

UNIDADES DE RIEGO

Toma Lateral

USTUNA

QsTon/año

100.00%100.00%

22.7829.051.7212.511.820.340.150.4312.741.793.376.865.15

455039500.6

42474269.7

4325.034.7119.1

Perenne0.680.04839503.64

5.811.3

18.124-7.4-2.6

PROMEDI O

Pp Acum.

1,628.4

2,783.8

3,575.8

4,370.6

5,268.9

6,218.6

7,050.4

8,029.4

9,064.7

10,009.7

10,987.1

11,848.6

12,713.4

13,495.3

14,417.2

15,196.9

16,112.5

16,986.5

17,783.5

18,838.4

19,784.4

Promedio365

2.7191.1741.67212.3971.4071.2921.18

Promedio365

0.4250.1810.25711.2870.2180.1980.183

1505035303015158101048365

1021.46

SUP. (Has)

12.00%

10.77%

10.46%

10.77%

6.46%5.08%

4.62%5.85%

100.00%

CAMPAÑA CHICA

l/seg/há

ÁREAhá

78 12.00%

70 10.77%

33 5.08%

68 10.46%

70 10.77%

50 7.69%

42 6.46%33 5.08%40 6.15%

30 4.62%38 5.85%

35 5.38%

22 3.38%

25 3.85%

16 2.46%

650 100.00%

CAMPAÑA CHICA

l/seg/há

ÁREAhá

UNIDADES DE RIEGO

Toma Lateral

QsTon/año

100.00%100.00%

Hidrolg_anchach Final 30.05.15 Ok

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