Hidraulico Carmen
2
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIO Proyecto: EL CARMEN Autor: ING. MAX NUÑEZ Fecha: 07/17/2022 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 E TRAMO LONGITUD(m) POBLACION COEF. HARMON GASTOS(lps) COTAS TERRENO(m) PENDIENTE(m/km) DIAMETRO VELOCIDAD (m/s) Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final Terreno Propuesta Pulg. Vmin Vmax 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 Coef. Rug. Manning Cálculo (cm) Comercial (cm)
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Transcript of Hidraulico Carmen
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
