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MEMORIA DE CALCULO AGUA
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  • 1. DPTO. ICA PROV. ICA DIST. ICA 6 99 594 hab 1.012 % 20 años Pf = Po * ( 1+ r*t/100 ) 714 hab DOTACION (Norma OS100 acap. 1.4) 220 LT/HAB/DIA CAUDAL TOTAL Qt = Pob.* Dot. 157130 lts/dia VOLUMEN DEL RESERVORIO V reserv.=25%Qt 39 m³ V contra incendio= m³ V reservorio Total= 39 m³ V Reservorio a Proyectar= 350 m³ Vol de Reserva= 311 m³ CAUDAL PROMEDIO(LTS/Sg) Qp = Qprom. 1.8186 lts/seg CAUDAL MAXIMO DIARIO (LTS/Sg) Qmáx. diario = 1.3 x Qprom. 2.3642 lts/seg CAUDAL MAXIMO HORARIO (LTS/Sg) Qmáx. horario = 2.50x Qprom. 4.5466 lts/seg CAUDAL UNITARIO (lts/seg) 0.04593 lts/seg PARAMETROS PARA EL DISEÑO HIDRAULICO(RED DE AGUA) :PROYECTO REDES DE AGUA POTABLE Y ALCANTARILLADO DE LA HABILITACION URBANA LOS HUARANGOS VI ETAPA RED DE AGUA POTABLE :PROMUEVE Y CONSTRUYE D&D CONSTRUCTORES S.A.C. :UBICACIÓN :Nº HABITANTES POR LOTE :Nº LOTES :POBLACION ACTUAL :TASA DE CRECIMIENTO :PERIODO DE DISEÑO :POBLACION FUTURA DATOS DEL PROYECTO
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