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 =
