Diseño de Alcantarillado Pluvial

7/24/2019 Diseo de Alcantarillado Pluvial

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COEFICIENTE ESCORRENTIA

ZONAS COMERCIALES

LADERAS DESPROVISTAS DEVEGETACIN

LADERAS PROTEGIDAS CON VEGETACIN

CONSTANTE DE VELOCIDAD SUPERFICIALBOSQUE 0.7

PASTOS 2AREAS CULTIVADAS 2.7SUELOS SIN COBERTURA 3.15

AREA PAVIMENTO 6.15

DESARROLOS RESCIDENCIALES CON CASAS CONTIGUAS YPREDOMINIOI DE ZONAS DURASDESARROLLO RESIDENCIALE MULTIFAMILIARESCON

BOSQUES CONTIGUOS Y ZONA DURAS ENTRE ALLOSDESARROLLO RESIDENCIAL UNIFAMILIAR CON CASASCONTIGUAS Y ZONAS DE ARDINESDESARROLLO RESIDENCIAL CON CASAS RODEADAS DEARDINESMULFIMAMILIARES APRECIABLEMENTE SEPARADOSAREAS RESIDENCIALES CON PREDOMINIO DE ZONASVERDES Y CEMENTERIOS TIPO ARDINES


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COEFIENTE

0.!0.75

0.750.550."5

0.30.6

0.3


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C

TRAMO AREA VIVIENDAS (Hac)

P1-P2 0.32 0.45 0 0.3

P2-P3 0.64 0.45 0 0.3

P3-P6 0.64 0.45 0 0.3

P6-P10 1.92 0.45 1.92 0.3

P10-PC1 3.52 0.45 2.22 0.3

PC1-PC2 5.44 0.45 2.45 0.3

P4-P5 0.64 0.45 1.92 0.3

P5-P6 1.28 0.45 1.92 0.3

P7-P8 0.32 0.45 0.3 0.3

P8-P9 0.96 0.45 0.3 0.3

P9-P10 1.6 0.45 0.3 0.3

P11-P12 0.64 0.45 0.23 0.3

P12-P13 1.28 0.45 0.23 0.3

P13-PC1 1.92 0.45 0.23 0.3

P14-P15 0.32 0.45 0 0.3

P15-P16 0.64 0.45 0 0.3

P16-PC2 0.96 0.45 0 0.3

COEFICIENTEESCORRENTIAAREA VIVIENDA

AREA DEDRENAJE (Hac)

COEFICIENTEDE

ESCURRIMIENTO

#$%& ' 22".0173"(166 %)*0.6163(60((1R+ ' 0.!!!"3(03"(

T,' 2-/


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AREA TOTAL PENDIENTE

0.144 0.32 0.450 6.15 80 0.02

0.288 0.64 0.450 6.15 80 0.0188

0.288 0.64 0.450 6.15 80 0.0112

1.44 3.84 0.375 6.15 80 0.015

2.25 5.74 0.392 6.15 80 0.0138

3.183 7.89 0.403 6.15 80 0.0237

0.864 2.56 0.338 2 197.66 0.015

1.152 3.2 0.360 6.15 80 0.0262

0.234 0.62 0.377 0.7 85.42 0.023

0.522 1.26 0.414 6.15 80 0.0262

0.81 1.9 0.426 6.15 80 0.015

0.357 0.87 0.410 0.7 60.33 0.02

0.645 1.51 0.427 6.15 80 0.0175

0.933 2.15 0.434 6.15 80 0.0088

0.144 0.32 0.450 6.15 80 0.01

0.288 0.64 0.450 6.15 80 0.0113

0.432 0.96 0.450 6.15 80 0.0167

COEF A XC

COEFPROMEDIO

CONSTANTEVELOCIDAD

SUPERFICIAL (a)

LONGITUD DELRECORRIDO (m)

#$%& ' 2"7.1R+ ' 0.!!!"3


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I

TI ACUMULADO V (ASUMIDA)

1.533 1.533 80 2 0.667

1.581 3.114 80 2.2 0.606

2.049 5.163 80 1.7 0.784

1.770 6.933 80 2.8 0.476

1.846 8.779 80 3 0.444

1.408 10.187 80 3.8 0.351

13.449 13.449 80 2.3 0.580

1.339 14.788 80 2.9 0.460

13.411 13.411 80 1.8 0.741

1.339 14.750 80 2.3 0.580

1.770 16.520 80 2.1 0.635

10.157 10.157 80 2 0.667

1.639 11.796 80 2.4 0.556

2.311 14.107 80 1.9 0.702

2.168 2.168 80 1.5 0.889

2.040 4.208 80 1.8 0.741

1.678 5.885 80 2.2 0.606

TIEMPO DECONCENTRACIN

INICIAL S.C.S

LONGITUDCOLECTOR

TIEMPO ENCOLECTOR

"1"0771 %)*0.6163(60((1(03"(

T,' 5 -/


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ERROR (%) Tt F (a!") I (mm#$) I

0.657 1.395 2.200 2 137.845 383.210

0.596 1.726 3.720 2 99.727 277.241

0.779 0.618 5.947 2 74.699 207.663

0.473 0.588 7.409 2 65.239 181.365

0.452 1.567 9.223 2 57.007 158.479

0.345 1.642 10.538 2 52.514 145.989

0.594 2.339 14.029 2 44.027 122.396

0.454 1.181 15.248 2 41.824 116.270

0.748 0.961 14.151 2 43.792 121.742

0.577 0.416 15.330 2 41.687 115.889

0.625 1.594 17.155 2 38.896 108.130

0.669 0.358 10.824 2 51.655 143.600

0.596 6.813 12.352 2 47.620 132.383

0.720 2.582 14.809 2 42.584 118.383

0.886 0.316 3.057 2 112.552 312.894

0.750 1.203 4.948 2 83.657 232.567

0.608 0.380 6.491 2 70.777 196.760

TIEMPO ENCOLECTORCORREGIDO


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A

AREA TOTAL (L#S) (MS)

0.32 55.18 0.055

0.64 79.85 0.080

0.64 59.81 0.060

3.84 261.17 0.261

5.74 356.58 0.357

7.89 464.68 0.465

2.56 105.75 0.106

3.2 133.94 0.134

0.62 28.49 0.028

1.26 60.49 0.060

1.9 87.59 0.088

0.87 51.27 0.051

1.51 85.39 0.085

2.15 110.45 0.110

0.32 45.06 0.045

0.64 66.98 0.067

0.96 85.00 0.085


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TRAMOCAUDAL DE DISEO LONGITUD PENDIENTE DIAMETRO

m" (m) ( m )

P1-P2 0.055 80 0.02 0.009 0.1859

P2-P3 0.080 80 0.0188 0.009 0.2160

P3-P6 0.060 80 0.0112 0.009 0.2136

P6-P10 0.261 80 0.015 0.009 0.3515

P10-PC1 0.357 80 0.0138 0.009 0.4013

PC1-PC2 0.465 80 0.0237 0.009 0.4004

P4-P5 0.106 80 0.015 0.009 0.2504

P5-P6 0.134 80 0.0262 0.009 0.2465

P7-P8 0.028 80 0.023 0.009 0.1413

P8-P9 0.060 80 0.0262 0.009 0.1829

P9-P10 0.088 80 0.015 0.009 0.2333

P11-P12 0.051 80 0.02 0.009 0.1809

P12-P13 0.085 80 0.0175 0.009 0.2246

P13-PC1 0.110 80 0.0088 0.009 0.2813

P14-P15 0.045 80 0.01 0.009 0.1962

P15-P16 0.067 80 0.0113 0.009 0.2225P16-PC2 0.085 80 0.0167 0.009 0.2261

V3V/

COEFICIENTEDE RUGOCIDAD

(PVC)


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QQ/

43D

QQ/

R3R/

13D


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CALCULO HIDRAULICO DE TU'ERIA

DIAMETRO c!m*c+a,RELACION #! RELACION V#V!

(+-) (+-) (m) (m")

7.3200 10 0.25 0.13 0.43 0.4 0.03 0.810

8.5058 10 0.25 0.12 0.65 0.6 0.05 0.922

8.4107 10 0.25 0.09 0.63 0.6 0.03 0.913

13.8390 14 0.36 0.27 0.97 0.9 0.07 1.038

15.7982 16 0.41 0.37 0.97 0.9 0.07 1.038

15.7651 16 0.41 0.48 0.96 0.9 0.06 1.036

9.8598 10 0.25 0.11 0.96 0.9 0.06 1.036

9.7038 10 0.25 0.15 0.92 0.9 0.02 1.024

10

5.5648 10 0.25 0.14 0.21 0.2 0.01 0.664

7.2026 10 0.25 0.15 0.42 0.4 0.02 0.806

9.1870 10 0.25 0.11 0.80 0.8 0.00 0.984

7.1206 10 0.25 0.13 0.40 0.4 0.00 0.796

8.8406 10 0.25 0.12 0.72 0.7 0.02 0.955

11.0759 12 0.30 0.14 0.81 0.8 0.01 0.987

7.7257 10 0.25 0.09 0.50 0.5 0.00 0.850

8.7610 10 0.25 0.10 0.70 0.7 0.00 0.9458.9033 10 0.25 0.12 0.73 0.7 0.03 0.958

RELACIONES IDRULICAS0.0 0.000 0.2!2 0.362 0."00 0."27 0."53 0."730.1 0.5"0 0.553 0.570 0.5(0 0.5!0 0.600 0.6130.2 0.656 0.66" 0.672 0.6(0 0.6(7 0.6!5 0.7000.3 0.72! 0.732 0.7"0 0.750 0.755 0.760 0.76(0." 0.7!6 0.(02 0.(06 0.(10 0.(16 0.(22 0.(300.5 0.(50 0.(55 0.(60 0.(65 0.(70 0.(75 0.((00.6 0.!00 0.!03 0.!0( 0.!13 0.!1( 0.!22 0.!270.7 0.!"5 0.!51 0.!55 0.!5( 0.!61 0.!65 0.!6!

DIAMETRO t/!,,-!

CAUDAL t/!,,-!


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0.( 0.!(" 0.!(7 0.!!0 0.!!3 0.!!7 1.001 1.0050.! 1.01( 1.021 1.02" 1.027 1.030 1.033 1.0361.0 1.0"1 1.0"2 1.0"2

0.00 0.01 0.02 0.03 0.0" 0.05 0.060.0 0.000 0.0!2 0.12" 0.1"( 0.165 0.1(2 0.1!60.1 0.2"( 0.25( 0.270 0.2(0 0.2(! 0.2!( 0.30(

0.2 0.3"6 0.353 0.362 0.370 0.37! 0.3(6 0.3!30.3 0."2" 0."31 0."3! 0.""7 0."52 0."60 0."6(0." 0."!( 0.50" 0.510 0.516 0.523 0.530 0.5360.5 0.563 0.570 0.576 0.5(2 0.5(( 0.5!" 0.6010.6 0.626 0.632 0.63! 0.6"5 0.651 0.65( 0.6660.7 0.6!2 0.6!! 0.705 0.710 0.71! 0.72" 0.7320.( 0.756 0.763 0.770 0.77( 0.7(5 0.7!1 0.7!(0.! 0.(26 0.(35 0.("3 0.(52 0.(60 0.(6( 0.(761.0 0.!1" 0.!20 0.!31

0.00 0.01 0.02 0.03 0.0" 0.05 0.06

0.0 0.000 0.23! 0.315 0.370 0."10 0.""! 0."(10.1 0.5(6 0.606 0.630 0.650 0.66( 0.6(6 0.70"0.2 0.76( 0.7(0 0.7!5 0.(0! 0.(2" 0.(36 0.("(0.3 0.(!6 0.!07 0.!1! 0.!31 0.!3( 0.!50 0.!620." 1.007 0.01" 1.021 1.02( 1.035 1.0"3 1.0500.5 1.07! 1.0(7 1.0!" 1.100 1.107 1.113 1.1210.6 0.136 1.13! 1.1"3 1.1"7 1.151 1.155 1.1600.7 1.175 1.17! 1.1(2 1.1(" 1.1(( 1.1!0 1.1!30.( 1.202 1.205 1.20( 1.211 1.21" 1.216 1.21!0.! 1.212 1.210 1.207 1.20" 1.202 1.200 1.1!71.0 1.172 1.16" 1.150

0.00 0.01 0.02 0.03 0.0" 0.05 0.060.0 0.000 0.0"1 0.067 0.0(6 0.102 0.116 0.12(0.1 0.170 0.17! 0.1(( 0.1!7 0.205 0.213 0.2210.2 0.251 0.25( 0.266 0.273 0.2(0 0.2(7 0.2!"0.3 0.321 0.32( 0.33" 0.3"1 0.3"( 0.35" 0.3610." 0.3(( 0.3!5 0."02 0."0( 0."15 0."22 0."2!0.5 0."5( 0."65 0."72 0."7! 0."(7 0."!" 0.5020.6 0.53" 0.5"2 0.550 0.55! 0.56( 0.576 0.5(50.7 0.623 0.633 0.6"" 0.65" 0.665 0.677 0.6((0.( 0.73! 0.753 0.767 0.7(3 0.7!( 0.(15 0.(33

0.! 0.!15 0.!"0 0.!66 0.!!5 1.027 1.063 1.1031.0 1.3"" 1.""5 1.5("


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RELACION 0#D! RELACION R#R! RELACION H#D VELOCIDAD (V!) VELOCIDAD V

0.516 1.028 0.408 2.5 SIRVE 2.03

0.658 1.155 0.576 2.4 SIRVE 2.24

0.645 1.147 0.559 1.9 SIRVE 1.71

0.884 1.195 1.149 2.7 SIRVE 2.82

0.884 1.195 1.149 2.8 SIRVE 2.95

0.876 1.197 1.103 3.7 SIRVE 3.86

0.876 1.197 1.103 2.2 SIRVE 2.25

0.843 1.207 0.966 2.9 SIRVE 2.93

0.353 0.780 0.258 2.7 SIRVE 1.78

0.510 1.021 0.402 2.9 SIRVE 2.31

0.756 1.202 0.739 2.2 SIRVE 2.13

0.498 1.007 0.388 2.5 SIRVE 1.99

0.705 1.182 0.644 2.3 SIRVE 2.24

0.763 1.205 0.753 1.9 SIRVE 1.85

0.563 1.079 0.458 1.8 SIRVE 1.50

0.692 1.175 0.623 1.9 SIRVE 1.780.710 1.184 0.654 2.3 SIRVE 2.19

0."!2 0.505 0.5200.62" 0.63" 0.6"50.706 0.713 0.7200.776 0.7(1 0.7(70.(3" 0.("0 0.("50.((5 0.(!0 0.(!50.!31 0.!36 0.!"10.!72 0.!75 0.!(0

RANGOVELOCIDAD(V!)


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1.007 1.011 1.0151.03( 1.03! 1.0"0

0.07 0.0( 0.0!0.210 0.220 0.2320.315 0.323 0.33"

0."00 0."0! 0."170."76 0."(2 0."((0.5"2 0.550 0.5570.60( 0.615 0.6200.672 0.67( 0.6(60.73( 0.7"3 0.7500.(0" 0.(13 0.(200.((" 0.(!2 0.!00

0.07 0.0( 0.0!

0.510 0.530 0.55"0.716 0.72! 0.7"(0.(60 0.(7" 0.2(60.!7" 0.!(3 0.!!21.056 1.065 1.0731.125 1.12! 1.1321.163 1.167 1.1721.1!5 0.1!7 1.2001.21! 1.215 1.21"1.1!5 1.1!2 1.1!0

0.07 0.0( 0.0!0.1"0 0.151 0.1610.22! 0.236 0.2""0.300 0.307 0.31"0.36( 0.37" 0.3(10."36 0.""3 0."500.510 0.51( 0.5260.5!5 0.60" 0.61"0.700 0.713 0.7250.(52 0.(71 0.(!2

1.1"! 1.202 1.265


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0 (m) 1 FROUDE

SIRVE 0.131 0.104 2.01 SUPERCRITICO















SIRVE 0.176 0.158 1.43 SUPERCRITICOSIRVE 0.180 0.166 1.72 SUPERCRITICO

RANGOVELOCIDAD

ALTURAHIDRAULICA H


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P!2!" ! Sa,+0a (L#")

P1 0.25 126.858 Sumergida









P10 0.41 369.030 Sumergida

P11 0.25 126.858 Sumergida

P12 0.25 118.665 Sumergida

P13 0.30 136.834 Sumergida



P16 0.25 115.920 Sumergida

PC1 0.41 483.611 Sumergida

PC2 0.41 483.611 Sumergida

D C!m*c+a, 0Sa,+0a (m)

T+3! 0 E-t*a0a0, T/! 0

Sa,+0a


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D P!2! (m) D3#D" 4 H5 (m)

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 2.812 1.2 0.348

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 2.461 1.2 0.448

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.281 1.2 0.278

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 3.937 1.2 0.222

1.00 2.461 1.2 0.448

1.00 2.461 1.2 0.448


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PO6OS COTA RASANTE COTA

DE A SUPERIOR INFERIOR SUPERIORP7 P8 1628.40 1626.80 1627.20

P8 P& 1626.80 1625.30 1625.60P& P9 1625.30 1624.40 1623.90

P: P; 1627.70 1626.50 1626.50

P; P9 1626.50 1624.40 1625.15

P9 P7< 1624.40 1623.20 1622.80

P= P> 1627.10 1626.50 1625.90

P> P? 1626.50 1624.40 1625.10

P? P7< 1624.40 1623.20 1622.80

P7< PC7 1623.20 1622.10 1621.40

P77 P78 1624.50 1624.20 1623.30P78 P7& 1624.20 1622.80 1622.75

P7& PC7 1622.80 1622.10 1621.20

P7: P7; 1622.80 1622.40 1621.60

P7; P79 1622.40 1621.50 1620.90

P79 PC8 1621.50 1620.20 1619.70

PC7 PC8 1622.10 1620.20 1620.10


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LAVE PROFUNDIDAD PROPUESTA PROFUNDIDAD REAL

INFERIOR PRO. SUP PRO. INF PRO. PROM (m)SUPERIOR INFERIOR1625.60 1.20 1.20 1.20 1.29 1.26

1623.90 1.20 1.40 1.30 1.26 1.46

1622.80 1.40 1.60 1.50 1.46 1.59

1625.15 1.20 1.35 1.28 1.11 1.21

1622.80 1.35 1.60 1.48 1.21 1.59

1621.40 1.60 1.80 1.70 1.59 2.25

1625.10 1.20 1.40 1.30 1.42 1.40

1622.80 1.40 1.60 1.50 1.40 1.61

1621.40 1.60 1.80 1.70 1.61 2.25

1620.10 1.80 2.00 1.90 2.25 2.21

1622.75 1.20 1.45 1.33 1.33 1.541621.20 1.45 1.60 1.53 1.54 1.69

1620.10 1.60 2.00 1.80 1.69 2.21

1620.90 1.20 1.50 1.35 1.42 1.60

1619.70 1.50 1.80 1.65 1.60 1.84

1618.00 1.80 2.20 2.00 1.84 2.65

1618.00 2.00 2.20 2.10 2.21 2.65


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COTAS CLAVES MODIFICADAS

SUPERIOR INFERIOR

1627.11 1625.54 80.00 80.01 2.00

1625.54 1623.84 80.00 80.01 1.88

1623.84 1622.81 80.00 80.01 1.12

1626.59 1625.29 80.00 80.01 1.50

1625.29 1622.81 80.00 80.01 2.62

1622.81 1620.95 80.00 80.02 1.50

1625.68 1625.10 80.00 80.01 0.75

1625.10 1622.79 80.00 80.01 2.62

1622.79 1620.95 80.00 80.02 1.50

1620.95 1619.89 80.00 80.02 1.38

1623.17 1622.66 80.00 80.01 0.371622.66 1621.11 80.00 80.01 1.75

1621.11 1619.89 80.00 80.02 0.88

1621.38 1620.80 80.00 80.01 1.00

1620.80 1619.66 80.00 80.02 1.13

1619.66 1617.55 80.00 80.02 1.62

1619.89 1617.55 80.00 80.03 2.37

LONGITUD (m)HORI6ONTAL

LONGITUD (m)TU'ERIA

P-0+-t@t**-! S (%)


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PO6OS COTA RASANTETU'ERIA ENTRADA TU'ERIA DE SALIDA

COTA CLAVE COTA 'ATEA COTA CLAVE COTA 'ATEA

P7 1628.40 1627.20 1626.95 1627.11 1626.85

P8 1626.80 1625.60 1625.35 1625.54 1625.29P& 1625.30 1623.90 1623.65 1623.84 1623.59

P: 1627.70 1626.50 1626.25 1626.59 1626.34

P; 1626.50 1625.15 1624.90 1625.29 1625.03

P9 1624.40 1622.80 1622.44 1622.81 1622.45

P= 1627.10 1625.90 1625.65 1625.68 1625.42

P> 1626.50 1625.10 1624.85 1625.10 1624.85

P? 1624.40 1622.80 1622.55 1622.79 1622.54

P7< 1623.20 1621.40 1620.99 1620.95 1620.55

P77 1624.50 1623.30 1623.05 1623.17 1622.91P78 1624.20 1622.75 1622.50 1622.66 1622.40

P7& 1622.80 1621.20 1620.90 1621.11 1620.81

P7: 1622.80 1621.60 1621.35 1621.38 1621.12

P7; 1622.40 1620.90 1620.65 1620.80 1620.55

P79 1621.50 1619.70 1619.45 1619.66 1619.40

PC7 1622.10 1620.10 1619.69 1619.89 1619.48

PC8 1620.20 1618.00 1617.59 1617.55 1617.15

Diseño de Alcantarillado Pluvial

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