diagrama masa ferreñafe

D.M T = 16, 3500M3I. DIAGRAMA DE MASA ANALITICO DE AGUA RESERVORIO 3500m3ALTERNATIVA - T = 16 horas Doble Horario.FUENTEPoblacin =43435hab.CISTERNA 2100% EFECTIVODotacin =220.00lt/hab/da(Clima clido, Lotes >90)Qmd =575.11(m3/h)Tiempo de Bombeo =16horasQ de bombeo =862.67(m3/h)240 lpsNHORAVARIACIONQbombeoCONSUMOCONSUMOVOLUMEN RESERVORIOHORARIA (K2)Qb (m3/h)Qmd*K2AcumuladoPARCIALACUMULADO0-10.200115.02115.02-115.02-115.021-20.200115.02230.04-115.02-230.0412-30.20862.67115.02345.07747.65517.6023-40.20862.67115.02460.09747.651265.2534-50.20862.67115.02575.11747.652012.8945-61.80862.671035.201610.31-172.531840.3656-71.80862.67862.672472.980.001840.3667-81.80862.671035.203508.18-172.531667.8278-91.25862.67718.894227.07143.781811.60Mx.Exceso:2242.9m389-101.25862.67718.894945.96143.781955.38Mx Defecto:-230.0m3910-111.25862.67718.895664.85143.782099.16Vol. Regulacin:2473.0m31011-121.25862.67718.896383.74143.782242.941112-131.80862.671035.207418.94-172.532070.40Vol contra incendio (RNE)50m313-141.8001035.208454.14-1035.201035.2014-151.8001035.209489.34-1035.20-0.00Volumen de Reservorio3363.97 m31215-161.00862.67575.1110064.45287.56287.561316-171.00862.67575.1110639.56287.56575.111417-181.00862.67575.1111214.68287.56862.67Construir Reservorio V=3500m31518-191.50862.67862.6712077.340.00862.671619-201.50862.67862.6712940.010.00862.6720-210.400230.0413170.06-230.04632.6221-220.400230.0413400.10-230.04402.5822-230.200115.0213515.12-115.02287.5623-240.200115.0213630.14-115.02172.53I. GRAFICO DIAGRAMA DE MASA ANALITICO DE AGUA - R-3500m3ALTERNATIVA - T = 16 horas.T.CONSUMOPRODUCCIONACUMULADO1115.020.002230.040.003345.07862.674460.091725.335575.112588.0061610.313450.6772472.984313.3483508.185176.0094227.076038.67104945.966901.34115664.857764.01126383.748626.67137418.949489.34148454.149489.34159489.349489.341610064.4510352.011710639.5611214.681811214.6812077.341912077.3412940.012012940.0113802.682113170.0613802.682213400.1013802.682313515.1213802.682413630.1413802.68

D.M T = 16, 3500M3

ConsumoProduccinTiempo ( en Horas)Consumo Acumulado ( m)DIAGRAMA MASA

D.M T = 18, 2000M3II. DIAGRAMA DE MASA ANALITICO DE AGUA RESERV0RIO 2000m3ALTERNATIVA - T = 18 horas ContinuasFUENTEPoblacin =43435hab.CISTERNA 2100% EFECTIVODotacin =220.00lt/hab/daQmd =575.11(m3/h)Tiempo de Bombeo =18.0horasQ de bombeo =766.82(m3/h)213.0 lpsNHORAVARIACIONQbombeoCONSUMOCONSUMOVOLUMEN RESERVORIOHORARIA (K2)Qb (m3/h)Qmd*K2AcumuladoPARCIALACUMULADO0-10.20115.02115.02-115.02-115.021-20.20115.02230.04-115.02-230.042-30.20115.02345.07-115.02-345.0713-40.20767115.02460.09651.79306.7324-50.20767115.02575.11651.79958.5235-61.807671035.201610.31-268.39690.1346-71.807671035.202645.51-268.39421.7557-81.807671035.203680.71-268.39153.3668-91.25767718.894399.6047.93201.29Mx.Exceso:958.52m379-101.25767718.895118.4947.93249.22Mx Defecto:-460.09m3810-111.25767718.895837.3847.93297.14Vol. Regulacin:1418.61m3911-121.25767718.896556.2747.93345.071012-131.807671035.207591.47-268.3976.68vol contra incendio50m31113-141.807671035.208626.67-268.39-191.701214-151.807671035.209661.87-268.39-460.09Volumen de Reservorio1958.14 m31315-161.00767575.1110236.99191.70-268.391416-171.00767575.1110812.10191.70-76.681517-181.00767575.1111387.21191.70115.02Construir Reservorio V=2000m31618-191.50767862.6712249.88-95.8519.171719-201.50767862.6713112.54-95.85-76.681820-210.40767230.0413342.59536.77460.0921-220.40230.0413572.63-230.04230.0422-230.20115.0213687.66-115.02115.0223-240.20115.0213802.68-115.02-0.00II. GRAFICO DIAGRAMA DE MASA ANALITICO DE AGUA - R-2000m3ALTERNATIVA - T = 18 horas.T.CONSUMOPRODUCCIONACUMULADO1115.020.002230.040.003345.070.004460.09766.825575.111533.6361610.312300.4572645.513067.2683680.713834.0894399.604600.89105118.495367.71115837.386134.52126556.276901.34137591.477668.15148626.678434.97159661.879201.791610236.999968.601710812.1010735.421811387.2111502.231912249.8812269.052013112.5413035.862113342.5913802.682213572.6313802.682313687.6613802.682413802.6813802.68

D.M T = 18, 2000M3

ConsumoProduccinTiempo ( en Horas)Consumo Acumulado ( m)DIAGRAMA MASA

Hoja1R=3000m3R=1500m3R=500m3HORAVARIACIONHORAVARIACIONHORAVARIACIONHORARIA (K2)HORARIA (K2)HORARIA (K2)0-10.200-10.200-10.201-20.201-20.201-20.202-30.202-30.202-30.203-40.203-40.203-40.204-50.204-50.204-50.205-61.805-61.805-61.806-71.806-71.806-71.807-81.807-81.807-81.808-91.258-91.258-91.259-101.259-101.259-101.2510-111.2510-111.2510-111.2511-121.2511-121.2511-121.2512-131.8012-131.8012-131.8013-141.8013-141.8013-141.8014-151.8014-151.8014-151.8015-161.0015-161.0015-161.0016-171.0016-171.0016-171.0017-181.0017-181.0017-181.0018-191.5018-191.5018-191.5019-201.5019-201.5019-201.5020-210.4020-210.4020-210.4021-220.4021-220.4021-220.4022-230.2022-230.2022-230.2023-240.2023-240.2023-240.2024.0024.0024.00