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POZO A R E A (Ha) C A U D A L E S ANTERIOR TRAMO TOTAL ANTERIOR TRAMO 1 2 3 4 5 6 7 1 117.6 0.000 1.12 1.120 0.000 1.658 2 3 112.6 0.000 0.987 0.987 0.000 1.461 2 8 105.6 0.000 0.921 0.921 0.000 1.363 2 2 85.6 3.028 0.792 3.820 4.482 1.172 5 LONGITUD (m)

Tabla Calculo Aa.ss

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Tabla Calculo Aa.ss Para el diseño de alcantarillado sanitarioson 30 columnas esta todo detallado este trabajo es hecho por un profesional en obras sanitarias

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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