Hoja1HABITACIONALCoef. Previsin = 1.50POBLACION =250 HabCoef. Harmon =3.80DENSIDAD POBLACION =0.70 Hab/mLong. total red = 354.71mDOTACION =185 l/Hab/DaAPORTACION =148 l/Hab/DaQmin =0.21 lpsGASTO MINIMO = 0.21 lpsQmed =0.43 lpsGASTO MEDIO = 0.43 lpsQmax inst =1.63 lpsGASTO MAX. INST. = 1.63 lpsQmax prev =2.44 lpsGASTO MAX. PREV. = 2.44 lpsNOMBRE DE LA CALLETRAMOLONGITUD(m)POBLACIONCOEF. HARMONGASTOS(lps)COTAS TERRENO(m)PENDIENTE(m/km)DIAMETROCoef. Rug. ManningTUBO LLENORELACION DE GASTOSRELACION VELOCIDADRELACION TIRANTESVELOCIDAD (m/s)TIRANTE (cm)COTA CLAVE (m)COTA BATEA (m)OBSERVACIONESTramoTributariaTotalQmedQminQMax PrevInicialFinalTerrenoPropuestaClculo (cm)Comercial (cm)Pulg.Qll (lps)Vll (m/s)Qmin/QllQmax/QllVmin/VllVmax/Vllymin/Dymax/DVminVmaxyminymaxInicialFinalInicialFinal1-223023163.8001.5001.5008.55030.27430.676-17.430214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77129.37429.32729.17029.1242-6382361433.8001.5001.5008.55030.67630.3827.643214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77129.32729.25129.12429.0477-639039283.8001.5001.5008.55030.12230.382-6.627214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77129.22229.14329.01928.9402-372330213.8001.5001.5008.55030.67630.38640.392214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77129.32729.31329.12429.1103-4153045323.8001.5001.5008.55030.38629.32072.567617.498208"0.009122.0683.7640.0120.0700.3420.5760.0780.1791.286514544[>5]2.1681.58044565113.64129.31328.41729.11028.2144-5304575533.8001.5001.5008.55029.32021.693254.5492475.768208"0.009245.6267.5740.0060.0350.2760.4680.0560.1282.0935063397[>5]3.5431.13717371072.59528.40421.00328.20020.8006-836101137963.8001.5001.5008.55030.38229.86614.410511.985208"0.00934.9481.0780.0430.2450.4980.8260.1410.3370.5366458252[>5]0.8902.86994534126.84629.14328.96428.94028.76110-951051363.8001.5001.5008.55029.80130.030-4.474214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77128.90128.79828.69728.5959-8455196683.8001.5001.5008.55030.03029.8663.635214.231208"0.00922.1030.6820.0680.3870.5710.9360.1760.4320.3888830897[>5]0.6383.58545101748.77128.79828.70828.59528.5048-11362332691903.8001.5001.5008.55029.86628.52437.145378.235208"0.00995.0522.9310.0160.0900.3690.6200.0880.2031.0805559092[>5]1.8171.77904544264.11828.96027.62428.75727.42111-1232692721923.8001.5001.5008.55028.52428.679-61.139511.779208"0.00936.5991.1290.0410.2340.4910.8160.1380.3290.5543025849[>5]0.9212.8067315696.68227.62427.61027.42127.40712-13312723032133.8001.5001.5008.55028.67930.079-44.981214.848208"0.00919.7390.6090.0760.4330.5900.9640.1870.4600.3590828054[>5]0.5873.78977973619.34927.61027.56027.40627.357

&C&BTABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Rehabilitacion de Drenaje Sanitario de la Col. Vista Hermosa, Paso Largo Autor: Ing. Antonio Xotla Vazquez Fecha: &D&CPgina &P