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EMORIA DE CLCULO - DEMANDA DE AGU

PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDOPROVINCIA LEONCIO PRADODEPTO: HUANUCO

POBLACION ACTUAL: 108 Habitantes

PERIODO DE DISEO: 20 Aos

AO Pa (Hab) t (Aos) P Pf-Pa Pa t ! P"Pa t ! t

1972 47 -

1981 69 9 22 423 0.052 0.47

1993 91 12 22 828 0.027 0.32

2010 108 17 17 1547 0.011 0.19

Tota# 38 0.97

! $ 26 %o si se conoce datos de censos anteriores

! $ %o se asume si no se cuenta con datos anteriores

POBLACION %UTURA: 163 Habitantes

DOTACION: 120 l/hab/da

CONSU&O PRO&EDIO DIARIO ANUAL

' $ 0.23 l/s

VARIACIONES PERIODICAS: * $ 1.8

+ $ 2.5

CONSU&O &, I&O DIARIO:

' . $ 0.41 l/s

CONSU&O &, I&O HORARIO:

' / $ 0.57 l/s

CAUDAL ECOLOGICO:

' / $ 0.20 l/s

CAUDAL DE LA %UENTE:


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'f $ 2.00 l/s OK!


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las variaciones eriodicas son estanderes


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MEMORIA DE CLCUL

PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDO

ELE&ENTOS DIST AC ( ) DIST PA ( )

CAPTACION 999.00 0.00 0.00

sedimentasd 660.00 100.00 100.00

ltro lento 650.00 100.00 100.00

RESERVORIO 913.36 719.57 719.57

TRA&O CAUDAL (#"s)COTA DEL TERRENO

/f ( " )

CAPT. - TC1 32.75 0.41 999.00 995.36 3.64 0.11

TC1 - TC2 18.95 0.41 995.36 991.99 3.37 0.18

TC2 - TC3 15.74 0.41 991.99 987.54 4.45 0.28

TC3 - TC4 62.80 0.41 987.54 985.69 1.84 0.03

TC4 - TC5 19.67 0.41 985.69 971.89 13.81 0.70

TC5 - TC6 45.08 0.41 971.89 963.79 8.10 0.18

TC6 - TC7 71.96 0.41 963.79 955.63 8.16 0.11

TC7 - TC8 33.92 0.41 955.63 938.33 17.31 0.51

TC8 - TC9 43.74 0.41 938.33 925.85 12.47 0.29

TC9 - TC10 88.97 0.41 925.85 921.27 4.59 0.05

TC10 - TC11 78.36 0.41 921.27 922.39 1.12 0.01

TC11 - TC.12 34.26 0.41 922.39 908.94 13.45 0.39

TC12 - reservorio 173.37 0.41 908.94 913.36 4.42 0.03

!" #$ & '"("'A)* +0. 2 3/

COTA( s0 )

LONGITUD

( )

DESNIVE

L ( )INICIAL( s0 ) %INAL( s0 )


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- LINEA DE CONDUCCIN

PROVINCIA: ( "!'-" #)A&"DEPTO: H$A!$'"

' . $ 0.41 l/s

PVC $ 140 ormula de ha

COTA PIE1O&ETRICA

%INAL ( s0 )

0.68 1 1/2 0.36 0.02 0.655 0.66 999.00 998.35 2.99

0.62 1 1/2 0.36 0.00 0.09 0.75 998.35 998.25 6.27

0.66 1 1/2 0.36 0.00 0.08 0.82 998.25 998.18 10.64

1.04 1 1/2 0.36 0.00 0.30 1.13 998.18 997.87 12.18

0.55 1 1/2 0.36 0.00 0.10 1.22 997.87 997.78 25.89

0.72 1 1/2 0.36 0.00 0.22 1.44 997.78 997.56 33.77

0.79 1 1/2 0.36 0.00 0.35 1.79 997.56 997.21 41.58

0.59 1 1/2 0.36 0.00 0.16 1.95 997.21 997.05 58.72

0.66 1 1/2 0.36 0.00 0.21 2.16 997.05 996.84 70.98

0.93 1 1/2 0.36 0.00 0.43 2.60 996.84 996.40 75.14

1.20 1 1/2 0.36 0.00 0.38 2.97 996.40 996.03 73.64

0.62 1 1/2 0.36 0.00 0.17 3.14 996.03 995.86 86.92

1.07 1 1/2 0.36 0.00 0.84 0.84 995.86 995.02 81.66

, )-A* & 2 A 3/ ($ " A 2 1/2

DIA& CA

LC (2#3)

DIA& CO

& (2#3)

VELOC

( "s)

/f*

( " )

Hf*4Hf+

( " )

Hf*4Hf+

( " )

PRESI5N

( )INICIAL( s0 )


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ssen 4 illiams 7'h

si e iste tratamiento se uede insertar 9alvani:ada en tuberias aerea 100


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MEMORIA DE

PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDO

TRA&ON6 HABITANTES POR TRA&O

LOTE (70.)

RES. - 1 0 0 0 0.00 895.08

1-2 0 0 0 0.00 877.50

2-3 0 0 0 0.00 869.57

3 - B 0 0 0 0.00 871.56

B-C 5 14 20 0.07 869.69

B-D 4 11 16 0.06 868.57D-F 10 27 41 0.14 863.98

D-E 3 8 12 0.04 868.47

D-G 4 11 16 0.06 868.91

G-H 5 14 20 0.07 866.86

G-J 1 3 4 0.01 865.01

G-I 0 0 0 0.00 866.40

J-K 4 11 16 0.06 864.00

J-L 1 3 4 0.01 865.06

L-M 3 8 12 0.04 864.97

TOTAL 40 108 163 0.57

TRA&OGASTO COTA DEL TERRENO

TRA&O (#"s) DISEO (#"s) %INAL ( s0 )

RES. - 1 0.00 0.57 34.87 913.36 895.08

1-2 0.00 0.57 58.48 895.08 877.50

2-3 0.00 0.57 88.93 877.50 869.57

3 - B 0.00 0.57 98.16 869.57 871.56

B-C 0.07 0.07 6.45 871.56 869.69

B-D 0.06 0.45 51.93 871.56 868.57

D-F 0.14 0.14 38.54 868.57 863.98

D-E 0.04 0.04 52.69 868.57 868.47

D-G 0.06 0.21 27.20 868.57 868.91

G-H 0.07 0.07 41.89 868.91 866.86

G-J 0.01 0.08 52.90 868.91 865.01

G-I 0.00 0.01 23.38 868.91 866.40

J-K 0.01 0.01 17.78 865.01 864.00

J-L 0.01 0.06 29.43 865.01 865.06

L-M 0.04 0.04 45.43 865.01 864.97

GASTO POR TRA&O(#"s"/ab)

COTA %INAL( s0 )POB ACT

(/ab)POB %UT

(/ab)

LONGITUD( ) INICIAL

( s0 )


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LCULO - LINEA DE ADUC. Y DISTRIB.

PROVINCIA: LEONCIO PRADODEPTO: HUANUCO

! $ 26

. $ 3

' / $ 0.5;

'7 $ 0.003

PVC $ 140

DESNIVEL ( ) DIA& CO& (2#3) VELOC ( "s)PERD DE CARGA COTA PIE

UNIT (8o) TRA&O ( )

18.29 0.32 1 1.12 64.68 2.26 913.36

17.57 0.33 1 1.12 64.68 3.78 911.11

7.93 0.38 1 1.12 64.68 5.75 907.33

1.99 0.50 1 1.12 64.68 6.35 901.57

1.87 0.24 3/4 0.25 5.60 0.04 895.22

2.99 0.43 3/4 1.59 173.29 9.00 895.22

4.59 0.26 3/4 0.50 20.18 0.78 886.22

0.10 0.35 3/4 0.15 2.18 0.11 893.00

0.34 0.50 3/4 0.75 42.59 1.16 893.00

2.05 0.23 3/4 0.25 5.60 0.23 891.84

3.90 0.22 3/4 0.30 7.78 0.41 891.84

2.51 0.12 3/4 0.05 0.27 0.01 891.84

1.01 0.15 3/4 0.05 0.27 0.00 891.43

0.05 0.45 3/4 0.20 3.70 0.11 891.43

0.04 0.42 3/4 0.15 2.18 0.10 891.32

DIA& CALC(2#3) INICIAL

( s0 )


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%o

hab/lote

l/s

l/s

O&ETRICAPRESI5N ( )

%INAL ( s0 )

911.11 16.03

907.33 29.83

901.57 32.00

895.22 23.66

895.22 25.53

886.22 17.65

885.44 21.46

892.89 24.42

891.84 22.93

891.61 24.75

891.43 26.42

891.83 25.43

891.43 27.43

891.32 26.26

891.22 26.25


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MEMORIA DE CLCULO - RESERVORIO

PROYECTO: SISTEMA DE AGUA POTABLELUGAR: CASERIO LA LIBERTADDISTRITO: LUYANDOPROVINCIA LEONCIO PRADODEPTO: HUANUCO

' $ 0.23 l/s

POBLACION %UTURA: 163 Habitantes

DOTACION: 120 l/hab/da

VOLU&EN REGULACION: 00. 8 litros

VOLU&EN INCENDIO: 0.00 litros

VOLU&EN RESERVA: 80.10 litros

161;.16 litros

2 50.2 litros

VOLU&EN RESERVA: 1682.50 litros

VOLU&EN AL&AC: 6582. 8 litros

6.58

ANCHO 1.50 mLARGO 1.50 mBORDE 0.30 mALT AGUA 2. 3 mALT TOTAL 3.23 m

VOLU&EN RESERVORIO: ;.26

m 3

m 3


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;.00


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' 0.23 l/s LONG RED 3 2.56

C 0.80 BU1ONES 6.00

' 0.18 l/s '9 0.11

+ 2.50 ' 0.00

' / 0.5 l/s '. 0.;5

TRA&ON6 HABITANTES POR TRA&O

LOTE (70.)

BZ 1 - BZ 2 8 32 48 0.24 736.79

BZ 2 - BZ3 0 0 0 0.00 737.25

BZ 3 - BZ4 10 40 60 0.30 734.80

BZ 4 - BZ5 0 0 0 0.00 731.18

BZ 5 - BZ6 7 28 42 0.21 737.57

TOTAL 25 100 151 0.75

TRA&O CAUDAL (#"s)COTA DEL TERRENO ALTURA D

%INAL ( s0 )

BZ 1 - BZ 2 67.91 0.24 734.73 724.05 1.20

BZ 2 - BZ3 93.96 0.24 724.05 712.95 1.20

BZ 3 - BZ4 53.56 0.54 712.95 709.47 1.20

BZ 4 - BZ5 43.30 0.54 709.47 705.29 1.20

BZ 5 - BZ6 83.83 0.75 705.29 700.05 1.20

GASTO POR TRA&O(#"s"/ab)

COTA %INAL( s0 )POB ACT

(/ab)POB %UT

(/ab)

LONGITUD( ) INICIAL

( s0 )INICIAL

( s0 )


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m '; 0.06 l/s

und ! $ 26 %o

l/s . $ hab/lote

l/s '7 $ 0.005 l/s

l/s 0 0.01

E BU1ON COTA DE %ONDOVELOC ( "s)

%INAL ( s0 ) %INAL ( s0 )

1.20 733.53 722.85 0.16 0.70 4.00 3.89

1.20 722.85 711.75 0.12 0.74 4.00 3.37

1.20 711.75 708.27 0.07 1.12 4.00 2.50

1.20 708.27 704.09 0.10 1.04 4.00 3.04

1.20 704.09 698.85 0.06 1.27 4.00 2.45

2;0.9;0t;( " )

DIA& CALC(2#3)

DIA& CO&(2#3)INICIAL

( s0 )

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