ejercicio

Hoja1 La siguiente es una tabulacin de los registros horarios del agua consumida en la ciudad "X" el dia de mximo consumo del ao 1981

HoraVol. Agua ConsumidaVol. Agua Cons. x HoraProduccin PromedioReservorio (m3)Vol. de bombeoReservorio (m3)Produccion Acumulada01:00 a.m237.412237.412272.02534.613272.02502:00 a.m416.208178.796272.025127.842544.05003:00 a.m565.616149.408272.025250.458816.07504:00 a.m701.684136.068272.025386.4151088.09905:00 a.m853.760152.076272.025506.3641360.12406:00 a.m1021.844168.084272.025610.3051632.14907:00 a.m1216.608194.764272.025687.566652.86458.0961904.1741110.95508:00 a.m1472.736256.128272.025703.463652.86854.8272176.1991507.68709:00 a.m1726.196253.460272.025722.028652.861254.2272448.2241907.08610:00 a.m2011.672285.476272.025708.576652.861621.6102720.2482274.4711:00 a.m2379.856368.184272.025612.417652.861906.2862992.2732559.1512:00 p.m2846.756466.900272.025417.542652.862092.2463264.2982745.1101:00 p.m3281.640434.884272.025254.683652.862310.2213536.3232963.0802:00 p.m3687.176405.536272.025121.172652.862557.5453808.3483210.4003:00 p.m4071.368384.192272.0259.005652.862826.2124080.3733479.0704:00 p.m4434.216362.848272.025-81.819652.863116.2244352.39705:00 p.m4707.044272.828272.025-82.6222843.3964624.42206:00 p.m5043.844336.800272.025-147.3972506.5964896.44707:00 p.m5327.996284.152272.025-159.5245168.47208:00 p.m5658.828330.832272.025-218.3315440.49709:00 p.m5933.632274.804272.025-221.1105712.52210:00 p.m6115.056181.424272.025-130.5105984.54611:00 p.m6304.484189.428272.025-47.9136256.57112:00 a.m6528.596224.112272.0250.0006528.5966528.5961. Consumo promedio durante el daC.P.Dx =6528.59624C.P.Dx =272.025m3/hora75.562Lts/seg

2. Consumo mximo horario en el daC.M.Hx=466.900m3/hora129.694Lts/seg

3. Consumo mnimo horario en el daC.m.Hx=136.068m3/hora37.797Lts/seg4. Valores en % de los consumos mx y min en relacin con el promedio diario% Cons. Max. =172%

% Cons. Min. =51%

PARA LA CIUDAD Y :POBLACION 2010 =67500 DOTACION =250PORCENTAJE=30Dotacin promedio = 250 lts/ hab/ da; variacin de 30% en el dia (maximo de consumo)a. Consumo promedio diarioC.P.Dr =253.906Lts/segcomo las variaciones del consumo de la ciudad "X" son las mismas que la ciudad "Y"=3.36b. Consumo maximo horarioC.M.Hy= x C.M.Hx =435.801Lts/segc. Consumo Mnimo HorarioC.m.Hy= x C.m.Hx =127.005Lts/segd. Capacidad Mnima del tanque reguladord1) Entrada constante: del cuadro anterior

V min =3169.148m3

d2)Si la bomba funciona nicamente 10 horasQb =6528.59610Qb =652.860m3/horadel cuadro anterior columna 7Vmin=10471.1892112791m3e. Valmac = Vc + V1 + Vrep = Vc + V1 + 0.25Valmace1) Vc=3169.148m3V1=230.4m3Valmac =4532.731m3% = (Vc/Valmac)*10069.9169719835% =70e2) Valmac =14268.786m3% = (Vc/Valmac)*10073.3852865533% =73Capacidad Tuberia II = C.P.Dy (Para el dia de maximo consumo)Capacidad de Tberia II =253.906lts/segg. Capacidad de la tuberia III 10000 < P < 10000Qmax. Dia + Q1 =285.906lts/seg

Qmax. Horario =428.859lts/segde las dos cantidades anteriores se toma el mayor =