determinacion de demandas

4
 CALCULO DE DEMANDAS SISTEMA DE AGUA POTABLE TINICACHI Dotacion = 70 L T/HAB/DIA Razon de Crecim. Poblacional = 1.5 Periodo de Di!e"o = #0 a"o! $ Diario = 1.% $ Horario = #.& SISTEMA 2 C'()*I+( ,-,A 1 1 5 5 7 0.0057 0.017 ,-,A # 1 5 5 7 0.0057 0.017 ,-,A % 1 5 5 7 0.0057 0.017 ,-,A 1 5 5 7 0.0057 0.017 ,-,A 5 1 5 5 7 0.0057 0.017 ,-,A & 1 5 5 7 0.0057 0.017 ,-,A 7 1 5 5 7 0.0057 0.017 ,-,A 1 5 5 7 0.0057 0.017 ,-,A 1 5 5 7 0.0057 0.017 ,-,A 10 1 5 5 7 0.0057 0.017 ,-,A 11 1 5 5 7 0.0057 0.017 ,-,A 1# 1 5 5 7 0.0057 0.017 ,-,A 1% 1 5 5 7 0.0057 0.017 ,-,A 1 1 5 5 7 0.0057 0.017 ,-,A 15 1 5 5 7 0.0057 0.017 ,-,A 1& 1 5 5 7 0.0057 0.017 ,-,A 17 1 5 5 7 0.0057 0.017 ,-,A 1 1 5 5 7 0.0057 0.017 ,-,A 1 1 5 5 7 0.0057 0.017 ,-,A #0 1 5 5 7 0.0057 0.017 ,-,A #1 1 5 5 7 0.0057 0.017 ,-,A ## 1 5 5 7 0.0057 0.017 ,-,A #% 1 5 5 7 0.0057 0.017 ,-,A # 1 5 5 7 0.0057 0.017 ,-,A #5 1 5 5 7 0.0057 0.017 ,-,A #& 1 5 5 7 0.0057 0.017 ,-,A #7 1 5 5 7 0.0057 0.017 ,-,A # 1 5 5 7 0.0057 0.017 ,-,A # 1 5 5 7 0.0057 0.017 ,-,A %0 1 5 5 7 0.0057 0.017 ,-,A %1 1 5 5 7 0.0057 0.017 ,-,A %# 1 5 5 7 0.0057 0.017 ,-,A %% 1 5 5 7 0.0057 0.017 ,-,A % 1 5 5 7 0.0057 0.017 ,-,A %5 1 5 5 7 0.0057 0.017 ,-,A %& 1 5 5 7 0.0057 0.017 ,-,A %7 1 5 5 7 0.0057 0.017 ,-,A % 1 5 5 7 0.0057 0.017 ,-,A % 1 5 5 7 0.0057 0.017 ,-,A 0 1 5 5 7 0.0057 0.017 ,-,A 1 1 5 5 7 0.0057 0.017 ,-,A # 1 5 5 7 0.0057 0.017 ,-,A % 1 5 5 7 0.0057 0.017 ,-,A 1 5 5 7 0.0057 0.017 ,-,A 5 1 5 5 7 0.0057 0.017 i2ienda! 34e  Aba!tece Cantidad de Habitante! or 2i2ienda Poblacion a  Aba!tecer or Pilera Poblacion 64t4ra a  Aba!tecer or Pilera Demanda Promedio or Pileta Lt/!8 Demanda 9a:. Horaria or Pileta Lt/!8

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determinacion de demandas hidraulicas

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sistema 2CALCULO DE DEMANDAS SISTEMA DE AGUA POTABLE TINICACHIDotacion =70LT/HAB/DIARazon de Crecim. Poblacional =1.5%Periodo de Diseo =20aosK Diario =1.3K Horario =2.6SISTEMA 2CONEXINViviendas que AbasteceCantidad de Habitantes por viviendaPoblacion a Abastecer por PileraPoblacion Futura a Abastecer por PileraDemanda Promedio por Pileta (Lt/s)Demanda Max. Horaria por Pileta (Lt/s)USUA 115570.00570.0147USUA 215570.00570.0147USUA 315570.00570.0147USUA 415570.00570.0147USUA 515570.00570.0147USUA 615570.00570.0147USUA 715570.00570.0147USUA 815570.00570.0147USUA 915570.00570.0147USUA 1015570.00570.0147USUA 1115570.00570.0147USUA 1215570.00570.0147USUA 1315570.00570.0147USUA 1415570.00570.0147USUA 1515570.00570.0147USUA 1615570.00570.0147USUA 1715570.00570.0147USUA 1815570.00570.0147USUA 1915570.00570.0147USUA 2015570.00570.0147USUA 2115570.00570.0147USUA 2215570.00570.0147USUA 2315570.00570.0147USUA 2415570.00570.0147USUA 2515570.00570.0147USUA 2615570.00570.0147USUA 2715570.00570.0147USUA 2815570.00570.0147USUA 2915570.00570.0147USUA 3015570.00570.0147USUA 3115570.00570.0147USUA 3215570.00570.0147USUA 3315570.00570.0147USUA 3415570.00570.0147USUA 3515570.00570.0147USUA 3615570.00570.0147USUA 3715570.00570.0147USUA 3815570.00570.0147USUA 3915570.00570.0147USUA 4015570.00570.0147USUA 4115570.00570.0147USUA 4215570.00570.0147USUA 4315570.00570.0147USUA 4415570.00570.0147USUA 4515570.00570.0147USUA 4615570.00570.0147USUA 4715570.00570.0147USUA 4815570.00570.0147USUA 4915570.00570.0147USUA 5015570.00570.0147USUA 5115570.00570.0147USUA 5215570.00570.0147USUA 5315570.00570.0147USUA 5415570.00570.0147USUA 5515570.00570.0147USUA 5615570.00570.0147USUA 5715570.00570.0147USUA 5815570.00570.0147USUA 5915570.00570.0147USUA 6015570.00570.0147USUA 6115570.00570.0147USUA 6215570.00570.0147USUA 6315570.00570.0147USUA 6415570.00570.0147USUA 6515570.00570.0147USUA 6615570.00570.0147USUA 6715570.00570.0147USUA 6815570.00570.0147USUA 6915570.00570.0147USUA 7015570.00570.0147USUA 7115570.00570.0147USUA 7215570.00570.0147USUA 7315570.00570.0147USUA 7415570.00570.0147USUA 7515570.00570.0147USUA 7615570.00570.0147USUA 7715570.00570.0147USUA 7815570.00570.0147USUA 7915570.00570.0147USUA 8015570.00570.0147USUA 8115570.00570.0147USUA 8215570.00570.0147USUA 8315570.00570.0147USUA 8415570.00570.0147USUA 8515570.00570.0147USUA 8615570.00570.0147USUA 8715570.00570.0147USUA 8815570.00570.0147USUA 8915570.00570.0147USUA 9015570.00570.0147USUA 9115570.00570.0147USUA 9215570.00570.0147USUA 9315570.00570.0147USUA 9415570.00570.0147USUA 9515570.00570.0147USUA 9615570.00570.0147USUA 9715570.00570.0147USUA 9815570.00570.0147USUA 9915570.00570.0147USUA 10015570.00570.0147USUA 10115570.00570.0147USUA 10215570.00570.0147USUA 10315570.00570.0147USUA 10415570.00570.0147USUA 10515570.00570.0147USUA 10615570.00570.0147USUA 10715570.00570.0147USUA 10815570.00570.0147USUA 10915570.00570.0147USUA 11015570.00570.0147USUA 11115570.00570.0147USUA 11215570.00570.0147USUA 11315570.00570.0147USUA 11415570.00570.0147USUA 11515570.00570.0147USUA 11615570.00570.0147USUA 11715570.00570.0147USUA 11815570.00570.0147USUA 11915570.00570.0147USUA 12015570.00570.0147USUA 12115570.00570.0147USUA 12215570.00570.0147USUA 12315570.00570.0147USUA 12415570.00570.0147USUA 12515570.00570.0147USUA 12615570.00570.0147USUA 12715570.00570.0147USUA 12815570.00570.0147TOTAL1286406408960.72591.8874Demanda Max. Diaria = Demand Promedio X Kd=0.9437Lt/sDemanda Max. Horaria = Demand Promedio X Kh =1.8874Lt/s

sistema 3CALCULO DE DEMANDAS SISTEMA DE AGUA POTABLE TICANIDotacion =50LT/HAB/DIARazon de Crecim. Poblacional =1.5%Periodo de Diseo =20aosK Diario =1.3K Horario =2.6SISTEMA 3PILETAViviendas que AbasteceCantidad de Habitantes por viviendaPoblacion a Abastecer por PileraPoblacion Futura a Abastecer por PileraDemanda Promedio por Pileta (Lt/s)Demanda Max. Horaria por Pileta (Lt/s)P-122612160.00930.0241P-132612160.00930.0241P-1416680.00460.0120P-152612160.00930.0241P-1616680.00460.0120P-172612160.00930.0241P-1816680.00460.0120P-1916680.00460.0120P-2016680.00460.0120P-2116680.00460.0120P-2216680.00460.0120P-2316680.00460.0120P-2416680.00460.0120P-2516680.00460.0120P-2616680.00460.0120P-2716680.00460.0120P-2816680.00460.0120P-292612160.00930.0241P-3016680.00460.0120P-312612160.00930.0241P-3216680.00460.0120P-3316680.00460.0120TOTAL281321682240.12960.3370Demanda Max. Diaria = Demand Promedio X Kd=0.1685Lt/sDemanda Max. Horaria = Demand Promedio X Kh =0.3370Lt/s

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