tabla calculo aa.ss
DESCRIPTION
Tabla Calculo Aa.ss Para el diseño de alcantarillado sanitarioson 30 columnas esta todo detallado este trabajo es hecho por un profesional en obras sanitariasTRANSCRIPT
Hoja1POZO LONGITUD (m)A R E A (Ha)C A U D A L E S (l/s-ha)FACTOR MAXIMO HORARIO O MAYORACION CAUDAL MAXIMO HORARIO "QMH" (l/s.Ha)INFILTRACION (l/s.Ha)CONEXIONES ILICITAS (l/s.Ha)CAUDAL DE DISENO (l/s.Ha)DIAMETRO (pulg)PENDIENTE "S" (%)SECCION PLENA O TUBO LLENOVELOCIDAD REAL (m/s)TOTAL REAL (FUERZA TRACTIVA) Kg/m2ENERGIAC A I D A (m)COTAS BATEA (m)COTA TERRENO (m)PROFUNDIDAD CLAVE (m)ANTERIORTRAMOTOTALANTERIORTRAMOTOTALCAUDAL A TUBO LLENO "Q" (l/s)VEL. A TUBO LLENO (m/s)T (FUERZA TRACTIVA A TUBO LLENO) Kg/m2V^2/2g (m)d (m)h (m)TRAMO C (CAMARA)ENTRADASALIDAENTRADASALIDA123456789101112131415161718192021222324252627282930caida tramopend. Terrenoq/Qv/V(TABLAS)d/D(TABLAS)t/T(TABLAS)10.0000.000100.725101.9500.0001.00117.60.0001.121.1200.0001.6581.6584.948.1912.240.2210.65180.10010.820.330.050.3470.060.5340.1760.7100.1180.10.9841.0500.8811.20220.025100.607100.582101.8000.9680.993
30.0000.000100.875102.1000.0001.000112.60.0000.9870.9870.0001.4611.4614.9407.2171.980.1989.39580.30018.740.580.150.50.1611.6500.1131.7630.3380.30.5010.8620.5631.07420.025100.537100.512101.8001.0381.063
80.0000.000100.955102.1800.0001.000105.60.0000.9210.9210.0001.3631.3634.9406.7331.8420.1848.75980.40021.640.670.20.5450.2012.2020.1012.3030.4220.40.4050.8130.5031.00420.025100.533100.508101.8001.0421.067
20.0000.000100.575101.8000.0001.00085.63.0280.7923.8204.4821.1725.6543.78021.3721.5840.15823.11480.90032.461.000.460.9510.5454.9050.145.0450.7700.90.7120.9510.6991.18450.02599.80599.78101.0501.0201.045