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Linea de conduccion de limera

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GRUPO #6 LIMERA CALCULO DE POBLIACION Y CONSUMO SISTEMA DE AGUA POTABLE RURAL CANTIDAD TOTAL DE CASAS 411 Casas CANTIDAD DE PERSONAS POR CASAS 5 Personas POBLACION ACTUAL: PA= #Casas*5 2055 Hab POBLACION FUTURA: PF=Pa*(1+N*K/100) TASA DE CRECIMIENTO % K 3205.8 Hab 3206 2.8 PERIODO DISEÑO (AÑOS) N 20 DOTACION DOTACION 100 LPPD CONSUMO MEDIO DIARIO (QM) QM=PF*DOTACION/86400 3.7106 LPS 0.0037 M^3/s CONSUMO MAXIMO DIARIO (QMD) QMD=Cvd*QM 5.5660 LPS 0.0056 M^3/S Cvd=1.5 CONSUMO MAXIMO HORARIO (QMH) QMH= Cvh*QM 8.3490 LPS 0.0083 M^3/s Cvh=2.25 Diametro 𝐷 = 32.5 𝑄𝑀𝐷 Diametro comercial 76.6750165 mm 100 mm ANALISIS DEL TANQUE DE ABASTECIMIENTO RURAL UTILIZAR EL CAUDAL MEDIO DIARIO (QM) 𝑉𝑜𝑙 = 40% ∗ 𝑄𝑀 𝑉𝑜𝑙 = 0.4 ∗ 𝑄𝑀 = 0.4 3.7106 = 128240 Litros 33881.1096 Galones CALCULOS HIDRAHULI DE O.T 0+168.16 0+247.05 0+331.79 0+411.14 0+501.12 0+591.51 0+641.11 0+773.97 0+869.01 0+926.93 1+051.61 1+198.09 1+341.18 1+427.06 1+557.06 1+663.82 1+781.19 1+917.15 2+065.80 2+167.13 2+260.60 2+341.05 2+383.62 2+433.10 2+536.73 2+677.06 2+759.42 2+877.01 2+967.73 3+060.13 3+138.57 3+183.72 3+271.14 3+392.81 3+537.90 3+695.53 3+816.83 3+890.36 3+987.94 ESTACION A LONGITUD METROS O. T DESARENADOR 0+168.16 168 0+247.05 79 0+331.79 85 0+411.14 79 0+501.12 90 0+591.51 90 0+641.11 50 0+773.97 133 0+869.01 95 0+926.93 58 1+051.61 125 1+198.09 146 1+341.18 143 1+427.06 86 1+557.06 130 1+663.82 107 1+781.19 117 1+917.15 136 2+065.80 ...
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