Diseño De Biodigestor.xlsx
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DISEÑO DE BIODIGESTOR DATOS HIDRAULICOS
200.000 habitantes 50.000 litros / pers.
POBLACION = DEMANDA = DATOS TECNICOS TASA DE INFILTRACION = VELOCIDAD INFILTRACION =
2.73 0.000000820
calculos hidrulicos
8000.00 CAUDAL = 8.00000 CAUDAL = 0.00009259 CAUDAL = 0.09 CAUDAL = calculos de ares de infiltracion AREA DE INFILTRACION = AREA requerida =
113 282
calculos de longitud de drenaje
min/cm m / seg
UNIDADES lt / dia m3 /dia m3 /seg lt / seg
m2 m2
OBSERVACIONES caudal estimado por descarg, (MODULO I SS.HH - UNJFSC)
200.000 habitantes 50.000 litros / pers.
POBLACION = DEMANDA = DATOS TECNICOS TASA DE INFILTRACION = VELOCIDAD INFILTRACION =
2.73 0.000000820
calculos hidrulicos
8000.00 CAUDAL = 8.00000 CAUDAL = 0.00009259 CAUDAL = 0.09 CAUDAL = calculos de ares de infiltracion AREA DE INFILTRACION = AREA requerida =
113 282
calculos de longitud de drenaje
min/cm m / seg
UNIDADES lt / dia m3 /dia m3 /seg lt / seg
m2 m2
OBSERVACIONES caudal estimado por descarg, (MODULO I SS.HH - UNJFSC)
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