Consumo de agua totalCLCULO DEL VOLUMEN DE ALMACENAMIENTO: RESERVORIODatos:Pa =300habitantesPerodo t =20aosr =1.8%Dotacin =120l/p/da) En forma directa:Pf =408habitantesQp =48960litros% del Qp =20%Qp =0.567Qmd =0.737Qmh =1.133Luego:Volumen =10m3Qf(mnimo) Qmda) En funcin de la demanda del volumen de almacenamiento ao por ao:Pa =300Habitantesr =1.8%% prdidas =20.0%% del Qp =20%Horizonte del proyecto (aos)Poblacin proyectada (hab.)Consumo domstico (50 l/p/d)Consumo totalPrdidas fsicas (%)Demanda de produccin de agua (lt/seg)Demanda de volumen almacenamiento (m3)lt/dalt/seg(1)(2)(3)(4)(5)(6)(7)(8)0300120360000.4220.0%0.5091305120366000.4220.0%0.4782311120373200.4320.0%0.4883316120379200.4420.0%0.4884322120386400.4520.0%0.4985327120392400.4520.0%0.5096332120398400.4620.0%0.5197338120405600.4720.0%0.5298343120411600.4820.0%0.5299349120418800.4820.0%0.53910354120424800.4920.0%0.54911359120430800.5020.0%0.551012365120438000.5120.0%0.561013370120444000.5120.0%0.571014376120451200.5220.0%0.571015381120457200.5320.0%0.581016386120463200.5420.0%0.591017392120470400.5420.0%0.601018397120476400.5520.0%0.611119403120483600.5620.0%0.621120408120489600.5720.0%0.6211

Consumo de agua total (2)CLCULO DEL VOLUMEN DE ALMACENAMIENTO: RESERVORIODatos:Pa =350habitantesPerodo t =20aos1r =1.8%Dotacin =50l/p/da) En forma directa:Pf =476habitantesQp =23800litros% del Qp =20%Qp =0.275Qmd =0.358Qmh =0.551Luego:Volumen =4.76m3Volumen decidido = 5 m3.a) En funcin de la demanda del volumen de almacenamiento ao por ao:Pa =350Habitantesr =1.8%% prdidas =20.0%% del Qp =20%Horizonte del proyecto (aos)Poblacin proyectada (hab.)Consumo domstico (50 l/p/d)Consumo totalPrdidas fsicas (%)Demanda de produccin de agua (lt/seg)Demanda de volumen almacenamiento (m3)lt/dalt/seg(1)(2)(3)(4)(5)(6)(7)(8)035050175000.2020.0%0.244135650178000.2120.0%0.234236350181500.2120.0%0.234336950184500.2120.0%0.234437550187500.2220.0%0.244538250191000.2220.0%0.244638850194000.2220.0%0.254739450197000.2320.0%0.254840050200000.2320.0%0.254940750203500.2420.0%0.2641041350206500.2420.0%0.2641141950209500.2420.0%0.2751242650213000.2520.0%0.2751343250216000.2520.0%0.2851443850219000.2520.0%0.2851544550222500.2620.0%0.2851645150225500.2620.0%0.2951745750228500.2620.0%0.2951846350231500.2720.0%0.2951947050235000.2720.0%0.3052047650238000.2820.0%0.305

Consumo de agua total (3)CLCULO DEL VOLUMEN DE ALMACENAMIENTO: RESERVORIODatos:Pa =665habitantesPerodo t =20aosr =1.8%Dotacin =50l/p/da) En forma directa:Pf =904habitantesQp =45220litros% del Qp =20%Qp =0.523Qmd =0.680Qmh =1.047Luego:Volumen =9.04m3Volumen decidido = 10 m3.a) En funcin de la demanda del volumen de almacenamiento ao por ao:Pa =665Habitantesr =1.8%% prdidas =20.0%% del Qp =20%Horizonte del proyecto (aos)Poblacin proyectada (hab.)Consumo domstico (50 l/p/d)Consumo totalPrdidas fsicas (%)Demanda de produccin de agua (lt/seg)Demanda de volumen almacenamiento (m3)lt/dalt/seg(1)(2)(3)(4)(5)(6)(7)(8)066550332500.3820.0%0.468167750338500.3920.0%0.437268950344500.4020.0%0.448370150350500.4120.0%0.458471350356500.4120.0%0.458572550362500.4220.0%0.468673750368500.4320.0%0.478774950374500.4320.0%0.488876150380500.4420.0%0.488977350386500.4520.0%0.4981078550392500.4520.0%0.5091179750398500.4620.0%0.5191280950404500.4720.0%0.5191382150410500.4820.0%0.5291483350416500.4820.0%0.5391584550422500.4920.0%0.5491685750428500.5020.0%0.55101786850434000.5020.0%0.55101888050440000.5120.0%0.56101989250446000.5220.0%0.57102090450452000.5220.0%0.5810

Clculos caudalesCLCULO DE LOS CAUDALES DE DISEOL, VOLUMEN DE ALMACENAMIENTO Y DISPONIBILIDAD DE RECURSO HDRICODatos:Pa =395habitantesPerodo t =20aosr =1.8%Dotacin =50l/p/da) En forma directa:Pf =537habitantesQp =26860litros% del Qp =20%Qp =0.311Qmd =0.404Qmh =0.622Luego:Volumen =5.37m3Volumen del reservorio construido = 14 m3.Deb cumplirse que:Qf(mnimo) QmdCaudal en las fuentes:Lirio 1 =0.300l/s(captaciones)Lirio 2 =0.210l/sTOTAL0.510l/sLuego, comparando caudales, se concluye que hay disponibilidad de recurso hdrico y el volumen del reservorio es suficiente para el abastecimiento.a) En funcin de la demanda del volumen de almacenamiento ao por ao:Pa =395Habitantesr =1.8%% prdidas =20.0%% del Qp =20%Horizonte del proyecto (aos)Poblacin proyectada (hab.)Consumo domstico (50 l/p/d)Consumo totalPrdidas fsicas (%)Demanda de produccin de agua (lt/seg)Demanda de volumen almacenamiento (m3)lt/dalt/seg(1)(2)(3)(4)(5)(6)(7)(8)039550197500.2320.0%0.275140250201000.2320.0%0.264240950204500.2420.0%0.264341650208000.2420.0%0.264442350211500.2420.0%0.275543150215500.2520.0%0.275643850219000.2520.0%0.285744550222500.2620.0%0.285845250226000.2620.0%0.295945950229500.2720.0%0.2951046650233000.2720.0%0.3051147350236500.2720.0%0.3051248050240000.2820.0%0.3151348750243500.2820.0%0.3151449550247500.2920.0%0.3261550250251000.2920.0%0.3261650950254500.2920.0%0.3261751650258000.3020.0%0.3361852350261500.3020.0%0.3361953050265000.3120.0%0.3462053750268500.3120.0%0.346

Hoja2