CALCULO DEL CAUDAL

R.N.C. Tenemos: K1 =1.3

k2 =1.8

CALCULO DE LA POBLACION

AREA TOTAL =

1341861.1 m² ≈134.1

9hectarias

AB A1 108496.933 m²

BC A2 122756.925 m²

AH A3 98878.011 m²

IH A4 104819.598 m²

IB A5 100459.829 m²

CD A6 117954.062 m²

ID A7 102777.625 m²

GH A8 109917.161 m²

IF A9 104040.959 m²

DEA10

125405.240 m²

FGA11

124207.021 m²

EFA12 122147.730

m²

1341861.095 m²

AREA UTIL : Se le considera el 60 %

Autil = 0,6 * 1356295,5 m² = 805116.6568 m²

AREA DE LOTE:Se considera lotes de

120 m²

6709.31 ≈ 6709

 № de lotes =

  6709  

POBLACION: densidad = 6 hab/lote

Poblacion = Nª de lotes * densidad

Poblacion = 40254 habitantes

CLIMA: Se considera clima templado

D = 200 lt/dia

CALCULO DE CAUDAL MAXIMO HORARIO:

dato = 86400

218.04 lt/seg

Qmh = 218.04lt/

seg

CAUDAL UNITARIO .

0.000162491 Lps/m²

qu = 0.00016249Lps/m²

CAUDALES POR TRAMO:

AB A1 17.63 Lps

BC A2 19.95 Lps

AH A3 16.07 Lps

IH A4 17.03 Lps

IB A5 16.32 Lps

CD A6 19.17 Lps

ID A7 16.70 Lps

GH A8 17.86 Lps

IF A9 16.90 Lps

DE A10 20.38 Lps

FG A11 20.18 Lps

EF A12 19.85 Lps

∑ 218.04 Lps

LONGITUDES DE LA RED DE DISTRUBUCION DE AGUAm km

AB 518.97 0.519

BC 465.86 0.466

CD 222.43 0.222

DE 244.27 0.244

EF 474.75 0.475

FG 498.50 0.499

GH 240.12 0.240

HA 220.39 0.220

HI 509.62 0.510

ID 464.09 0.464

IB 220.12 0.220

IF 244.22 0.244

IX 213.30 0.213

XD 250.79 0.251

CAUDALES DE DISTRIBUCIÓN

A 17.63 B 19.95 C

16.07 16.32 19.17

17.03 X 16.70 D

H I

R17.86 16.90 20.38

G 20.18 F 19.85 E

SALIDAS

36.27 19.17

17.63

A B C

16.07 X D 37.08

H I

33.93 R

G F E

17.86 19.85

20.18

DISTRIBUCIÓN DE CAUDALES

36.27

17.63 19.17

A 9.56 B 20.83 C

X

7.00 I 25.00 II 40.00

16.07 31.07 110.00 X 108.04 D 37.08

H I

33.93 R 218.04

8.00 20.00 30.96

IV III

G 10.93 F 11.11 E

17.86 19.85

MÉTODO DE HARDY CROSS

C = 140

Cuadrante Tramo L(Km.) Qo(lps) Ø (pulg.) v(m/seg.) S(%o) hfo = S*L hfo/Qo Q1A-B 0.519 -9.56 4 1.179 -14.131 -7.334 0.767 2.708 -6.85B-I 0.220 -25.00 6 1.371 -11.632 -2.559 0.102 2.708 -4.54 -26.83I-H 0.510 31.07 8 0.958 4.285 2.184 0.070 2.708 2.62 36.40H-A 0.220 7.00 4 0.863 7.934 1.749 0.250 2.708 9.71

-5.960 1.190

B-C 0.466 -20.83 6 1.142 -8.297 -3.865 0.186 4.540 -16.29C-D 0.222 -40.00 8 1.233 -6.842 -1.522 0.038 4.540 -35.46D-X 0.251 -108.04 10 2.132 -14.531 -3.644 0.034 4.540 4.63 -98.87X-I 0.213 110.00 10 2.171 15.023 3.204 0.029 4.540 4.63 119.17I-B 0.220 25.00 6 1.371 11.632 2.560 0.102 4.540 -2.71 26.83

-3.266 0.389

I-X 0.213 -110.00 10 2.171 -15.023 -3.204 0.029 -4.629 -4.54 -119.17X-D 0.251 108.04 10 2.132 14.531 3.644 0.034 -4.629 -4.54 98.87D-E 0.244 30.96 8 0.955 4.257 1.040 0.034 -4.629 26.33E-F 0.475 11.11 4 1.370 18.665 8.861 0.798 -4.629 6.48F-I 0.244 -20.00 6 1.096 -7.695 -1.879 0.094 -4.629 2.62 -22.01

8.462 0.988

H-I 0.510 -31.07 8 0.958 -4.285 -2.184 0.070 -2.622 -2.71 -36.40I-F 0.244 20.00 6 1.096 7.695 1.879 0.094 -2.622 4.63 22.01F-G 0.499 10.93 4 1.348 18.109 9.027 0.826 -2.622 8.31G-H 0.240 -8.00 4 0.987 -10.160 -2.440 0.305 -2.622 -10.62

6.283 1.295

I

II

IV

III

I ITERACION

ΔQ

C = 140

Cuadrante Tramo L(Km.) Q1(lps) Ø (pulg.) v(m/seg.) S(%o) hfo = S*L hfo/Qo Q2A-B 0.519 -6.85 3 1.502 -30.959 -16.067 2.345 2.425 -4.43B-I 0.220 -26.83 6 1.471 -13.260 -2.917 0.109 2.425 -6.43 -30.83I-H 0.510 36.40 8 1.122 5.745 2.928 0.080 2.425 0.27 39.10H-A 0.220 9.71 4 1.197 14.540 3.204 0.330 2.425 12.13

-12.851 2.864

B-C 0.466 -16.29 4 2.009 -37.915 -17.663 1.084 6.427 -9.86C-D 0.222 -35.46 8 1.093 -5.474 -1.217 0.034 6.427 -29.03D-X 0.251 -98.87 10 1.951 -12.330 -3.092 0.031 6.427 3.14 -89.31X-I 0.213 119.17 10 2.352 17.424 3.717 0.031 6.427 3.14 128.73I-B 0.220 26.83 6 1.471 13.260 2.919 0.109 6.427 -2.43 30.83

-15.338 1.290

I-X 0.213 -119.17 10 2.352 -17.424 -3.717 0.031 -3.137 -6.43 -128.73X-D 0.251 98.87 10 1.951 12.330 3.092 0.031 -3.137 -6.43 89.31D-E 0.244 26.33 6 1.443 12.805 3.128 0.119 -3.137 23.19E-F 0.475 6.48 3 1.421 27.925 13.257 2.046 -3.137 3.34F-I 0.244 -22.01 6 1.206 -9.186 -2.243 0.102 -3.137 0.27 -24.87

13.518 2.329

H-I 0.510 -36.40 8 1.122 -5.745 -2.928 0.080 -0.275 -2.43 -39.10I-F 0.244 22.01 6 1.206 9.186 2.243 0.102 -0.275 3.14 24.87F-G 0.499 8.31 4 1.025 10.896 5.432 0.654 -0.275 8.03G-H 0.240 -10.62 4 1.310 -17.176 -4.124 0.388 -0.275 -10.90

0.623 1.224

I

II ITERACION

II

III

IV

ΔQ1

DISTRIBUCION DE CAUDALES FINAL

 Q4

Ø (pulg.) v(m/seg.)

AB 3.65 3 0.801

BI 31.53 6 1.729

IH 40.00 8 1.233

HA 12.91 4 1.592

C = 140

Cuadrante Tramo L(Km.) Q2(lps) Ø (pulg.) v(m/seg.) S(%o) hfo = S*L hfo/Qo Q3A-B 0.519 -4.43 3 0.971 -13.784 -7.154 1.616 0.667 -3.76B-I 0.220 -30.83 6 1.690 -17.153 -3.774 0.122 0.667 -1.36 -31.53I-H 0.510 39.10 8 1.206 6.560 3.343 0.085 0.667 0.11 39.88H-A 0.220 12.13 4 1.497 21.974 4.843 0.399 0.667 12.80

-2.742 2.223

B-C 0.466 -9.86 4 1.216 -14.970 -6.974 0.707 1.358 -8.50C-D 0.222 -29.03 8 0.895 -3.779 -0.841 0.029 1.358 -27.67D-X 0.251 -89.31 10 1.762 -10.213 -2.561 0.029 1.358 0.68 -87.27X-I 0.213 128.73 10 2.541 20.102 4.288 0.033 1.358 0.68 130.77I-B 0.220 30.83 6 1.690 17.153 3.776 0.122 1.358 -0.67 31.53

-2.312 0.921

I-X 0.213 -128.73 10 2.541 -20.102 -4.288 0.033 -0.682 -1.36 -130.77X-D 0.251 89.31 10 1.762 10.213 2.561 0.029 -0.682 -1.36 87.27D-E 0.244 23.19 6 1.271 10.123 2.473 0.107 -0.682 22.51E-F 0.475 3.34 3 0.733 8.197 3.892 1.164 -0.682 2.66F-I 0.244 -24.87 6 1.363 -11.520 -2.813 0.113 -0.682 0.11 -25.44

1.824 1.446

H-I 0.510 -39.10 8 1.206 -6.560 -3.343 0.085 -0.110 -0.67 -39.88I-F 0.244 24.87 6 1.363 11.520 2.813 0.113 -0.110 0.68 25.44F-G 0.499 8.03 4 0.991 10.238 5.103 0.635 -0.110 7.92G-H 0.240 -10.90 4 1.344 -18.008 -4.324 0.397 -0.110 -11.01

0.250 1.231

I

III ITERACION

II

III

IV

ΔQ2

19.95

17.63 19.17

A 3.65 B 8.39 C

X

12.91 I 31.53 II 27.56

33.93 40.00 130.89 X 87.15 D 30.08

H I

33.35 R 218.04

11.02 25.42 22.51

IV III

G 7.91 F 2.66 E

20.18 19.85

16.90

C = 140

Cuadrante Tramo L(Km.) Q3(lps) Ø (pulg.) v(m/seg.) S(%o) hfo = S*L hfo/Qo Q4A-B 0.519 -3.76 3 0.824 -10.189 -5.288 1.406 0.108 -3.65B-I 0.220 -31.53 6 1.728 -17.872 -3.932 0.125 0.108 -0.11 -31.53I-H 0.510 39.88 8 1.230 6.803 3.467 0.087 0.108 0.02 40.00H-A 0.220 12.80 4 1.579 24.262 5.347 0.418 0.108 12.91

-0.406 2.036

B-C 0.466 -8.50 4 1.049 -11.379 -5.301 0.623 0.113 -8.39C-D 0.222 -27.67 8 0.853 -3.459 -0.769 0.028 0.113 -27.56D-X 0.251 -87.27 10 1.722 -9.785 -2.454 0.028 0.113 0.00 -87.15X-I 0.213 130.77 10 2.581 20.696 4.414 0.034 0.113 0.00 130.89I-B 0.220 31.53 6 1.728 17.872 3.934 0.125 0.113 -0.11 31.53

-0.176 0.838

I-X 0.213 -130.77 10 2.581 -20.696 -4.414 0.034 0.002 -0.11 -130.89X-D 0.251 87.27 10 1.722 9.785 2.454 0.028 0.002 -0.11 87.15D-E 0.244 22.51 6 1.234 9.579 2.340 0.104 0.002 22.51E-F 0.475 2.66 3 0.584 5.372 2.550 0.958 0.002 2.66F-I 0.244 -25.44 6 1.395 -12.016 -2.935 0.115 0.002 0.02 -25.42

-0.005 1.240

H-I 0.510 -39.88 8 1.230 -6.803 -3.467 0.087 -0.017 -0.11 -40.00I-F 0.244 25.44 6 1.395 12.016 2.935 0.115 -0.017 0.00 25.42F-G 0.499 7.92 4 0.977 9.980 4.975 0.628 -0.017 7.91G-H 0.240 -11.01 4 1.358 -18.345 -4.405 0.400 -0.017 -11.02

0.038 1.230

I

IV ITERACION

II

III

IV

ΔQ

BC 8.39 4 1.035

CD 27.56 8 0.850

DX 87.15 10 1.720

XI 130.89 10 2.583

DE 22.51 6 1.234

EF 2.66 3 0.584

FI 25.42 6 1.394

FG 7.91 4 0.975

GH 11.02 4 1.360

MÉTODO DE SECCIONAMIENTO