Calculo De Drenaje Sanitario

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIO Proyecto: DRENAJE COL. AEROPUERTO Autor: RMB
HABITACIONAL POBLACION = 10000 Hab DENSIDAD POBLACION = 0.33 Hab/m DOTACION = 200 l/Hab/Día APORTACION = 160 l/Hab/Día Qmin = 9.26 lps Qmed = 18.52 lps Qmax inst = 54.72 lps Qmax prev = 65.66 lps LONGITUD(m) NOMBRE DE LA CALLE TRAMO Tramo Tributaria Total POBLACION GASTO MINIMO = 9.26 lps GASTOMEDIO = 18.52 lps GASTO MAX. INST. = 54.72 lps GASTO MAX. PREV. = 65.66 lps COEF. HARMON GASTOS(lps) Qmed Qmin QMax Prev COTAS TERRENO(m) Inicial Final Coef. Previsión = 1.20 Coef. Harmon =2.95 Long. total red = 30696.48m

60-59 59-58 58-54 54-53 58-61 62-61 61-53 53-52 61-63 64-63 63-52 54-49 49-50 53-50 50-51 52-51 51-78 49-80 80-79 50-79 79-78 80-83 83-84 79-84 84-85

88 47 52 104 104 4552 102 102 46 52 52 104 52 101 53 53 52 104 53 101 52 104 50 101

0 88 135 188 135 0 284 628 284 0 432 188 239 628 1024 1214 2392 239 292 1024 1473 292 343 1473 1971

88 135 188 292 239 45 336 730 386 46 484 239 344 680 1125 1267 2445 292 396 1077 1574 343 448 1523 2071

29 44 61 95 78 15 110 238 126 15 158 78 112 222 367 413 797 95 129 351 513 112 146 496 675

3.800 3.800 3.800 3.800 3.8003.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.800

1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500

1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.5001.500 1.500 1.500 1.500 1.500

6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840

79.883 79.269 78.707 78.522 78.707 78.597 78.407 77.744 78.407 78.045 77.161 78.522 78.339 77.744 76.702 76.393 75.610 78.339 77.605 76.702 75.649 77.605 76.827 75.649 74.646

79.269 78.707 78.522 77.744 78.40778.407 77.744 76.393 77.161 77.161 76.393 78.339 76.702 76.702 75.610 75.610 74.820 77.605 75.649 75.649 74.820 76.827 74.646 74.646 74.096

Página 1

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIO Proyecto: DRENAJE COL. AEROPUERTO Autor: RMB

PENDIENTE(m/km) NOMBRE DE LA CALLE TRAMO Terreno Propuesta

DIAMETRO Cálculo (cm) Comercial (cm) Pulg.

Coef. Rug. Manning

TUBO LLENOQll (lps) Vll (m/s)

RELACION DE GASTOS Qmin/Qll Qmax/Qll

60-59 59-58 58-54 54-53 58-61 62-61 61-53 53-52 61-63 64-63 63-52 54-49 49-50 53-50 50-51 52-51 51-78 49-80 80-79 50-79 79-78 80-83 83-84 79-84 84-85

6.945 11.949 3.546 7.473 2.894 4.219 12.739 13.313 12.231 19.148 14.869 3.546 15.705 19.987 10.792 14.869 14.869 14.035 18.745 19.987 8.212 15.106 20.867 19.987 5.455

7 12 4 7 4 4 1313 12 19 15 4 16 20 11 15 15 14 19 20 8 15 21 20 5

6.854 6.195 7.613 6.854 7.613 7.613 6.103 6.103 6.195 5.684 5.942 7.613 5.870 5.630 6.297 5.942 5.942 6.019 5.684 5.630 6.685 5.942 5.578 5.630 7.301

20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8"

0.003 0.003 0.003 0.003 0.003 0.0030.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

124.053 162.424 93.775 124.053 93.775 93.775 169.056 169.056 162.424 204.379 181.595 93.775 187.551 209.688 155.509 181.595 181.595 175.438 204.379 209.688 132.618 181.595 214.866 209.688 104.844

3.825 5.009 2.892 3.825 2.892 2.892 5.213 5.213 5.009 6.302 5.600 2.892 5.783 6.4664.795 5.600 5.600 5.410 6.302 6.466 4.089 5.600 6.626 6.466 3.233

0.012 0.009 0.016 0.012 0.016 0.016 0.009 0.009 0.009 0.007 0.008 0.016 0.008 0.007 0.010 0.008 0.008 0.009 0.007 0.007 0.011 0.008 0.007 0.007 0.014

0.055 0.042 0.073 0.055 0.073 0.073 0.040 0.040 0.042 0.033 0.038 0.073 0.036 0.033 0.044 0.038 0.038 0.039 0.033 0.033 0.052 0.038 0.032 0.033 0.065

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TABLA DE...