TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: EL CARMEN Autor: ING. MAX NUÑEZ Fecha: 04/18/2023

Página 1

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 540 Hab Coef. Harmon =3.80

DENSIDAD POBLACION = 0.44 Hab/m Long. total red = 1216.24m

DOTACION = 150 l/Hab/Día

APORTACION = 120 l/Hab/Día

Qmin = 0.38 lps GASTO MINIMO = 0.38 lps

Qmed = 0.75 lps GASTO MEDIO = 0.75 lps

Qmax inst = 2.85 lps GASTO MAX. INST. = 2.85 lps

Qmax prev = 3.42 lps GASTO MAX. PREV. = 3.42 lps

NOMBRE DE LA CALLETRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m) PENDIENTE(m/km) DIAMETRO VELOCIDAD (m/s) COTA BATEA (m)

OBSERVACIONES

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final Terreno Propuesta Cálculo (cm) Pulg. Vmin Vmax Inicial Final

4-3 40 0 40 18 3.800 1.500 1.500 6.840 412.130 411.910 5.443 8 10.117 20 8" 0.009 0.630 0.985 411.130 410.811

26-2 31 0 31 14 3.800 1.500 1.500 6.840 418.894 416.849 65.322 65 6.808 20 8" 0.009 1.318 2.079 417.791 415.746

1-2 30 0 30 14 3.800 1.500 1.500 6.840 419.000 416.849 70.704 70 6.711 20 8" 0.009 1.353 2.135 417.897 415.752

2-3 35 62 97 43 3.800 1.500 1.500 6.840 416.849 411.910 140.957 141 5.894 20 8" 0.009 1.722 2.723 415.746 410.807

3-7 37 137 174 77 3.800 1.500 1.500 6.840 411.910 408.081 104.051 101 6.274 20 8" 0.009 1.534 2.422 410.807 407.090

4-5 83 0 83 37 3.800 1.500 1.500 6.840 412.130 410.546 19.112 20 8.519 20 8" 0.009 0.868 1.364 411.130 409.493

5-6 43 83 126 56 3.800 1.500 1.500 6.840 410.546 407.739 65.844 65 6.816 20 8" 0.009 1.315 2.074 409.443 406.676

7-6 37 174 211 94 3.800 1.500 1.500 6.840 408.081 407.739 9.277 11 9.508 20 8" 0.009 0.707 1.108 407.078 406.672

16-15 59 0 59 26 3.800 1.500 1.500 6.840 417.000 411.780 88.802 87 6.450 20 8" 0.009 1.457 2.300 415.897 410.777

15-14 34 59 93 41 3.800 1.500 1.500 6.840 411.780 407.000 140.896 141 5.894 20 8" 0.009 1.722 2.722 410.777 405.997

14-13 38 93 131 58 3.800 1.500 1.500 6.840 407.000 406.947 1.381 8 10.093 20 8" 0.009 0.633 0.989 405.997 405.690

18-17 31 0 31 14 3.800 1.500 1.500 6.840 405.819 405.810 0.293 7 10.349 20 8" 0.009 0.604 0.943 405.016 404.801

17-13 33 31 63 28 3.800 1.500 1.500 6.840 405.810 406.947 -34.790 8 10.093 20 8" 0.009 0.633 0.989 404.807 404.545

6-8 63 336 400 177 3.800 1.500 1.500 6.840 407.739 408.083 -5.431 7 10.349 20 8" 0.009 0.604 0.943 406.676 406.232

13-12 46 194 240 107 3.800 1.500 1.500 6.840 406.947 407.339 -8.602 8 10.117 20 8" 0.009 0.630 0.985 405.694 405.334

12-11 46 240 286 127 3.800 1.500 1.500 6.840 407.339 406.568 16.920 8 10.093 20 8" 0.009 0.633 0.989 405.329 404.965

8-9 63 400 463 206 3.800 1.500 1.500 6.840 408.083 408.129 -0.728 8 10.093 20 8" 0.009 0.633 0.989 406.230 405.724

9-10 14 463 477 212 3.800 1.500 1.500 6.840 408.129 407.603 38.405 9 9.832 20 8" 0.009 0.664 1.040 405.726 405.600

25-24 70 0 70 31 3.800 1.500 1.500 6.840 413.111 408.210 70.013 70 6.719 20 8" 0.009 1.350 2.130 412.111 407.207

24-10 50 70 120 53 3.800 1.500 1.500 6.840 408.210 407.603 12.169 32 7.773 20 8" 0.009 1.030 1.621 407.207 405.600

10-11 35 596 631 280 3.800 1.500 1.500 6.840 407.603 406.568 29.608 18 8.669 20 8" 0.009 0.840 1.319 405.600 404.971

11-19 51 917 968 430 3.800 1.500 1.500 6.840 406.568 402.589 78.122 66 6.789 20 8" 0.009 1.324 2.090 404.965 401.588

19-20 48 968 1016 451 3.800 1.500 1.500 6.840 402.589 402.093 10.379 12 9.284 20 8" 0.009 0.740 1.159 401.586 400.989

20-21 68 1016 1084 481 3.800 1.500 1.500 6.840 402.093 400.879 17.743 18 8.697 20 8" 0.009 0.835 1.312 400.990 399.779

21-22 62 1084 1146 509 3.800 1.500 1.500 6.840 400.879 398.189 43.406 43 7.350 20 8" 0.009 1.143 1.800 399.776 397.086

22-23 70 1146 1216 540 3.800 1.500 1.500 6.840 398.189 395.774 34.459 33 7.738 20 8" 0.009 1.038 1.634 397.086 394.773

COEF. HARMON

Coef. Rug. ManningComercial

(cm)

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: EL CARMEN Autor: ING. MAX NUÑEZ Fecha: 04/18/2023

Página 2