Download - CONSUMO-VARIACION
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DATOS BSICOS DE DISEOCANTIDAD DE AGUA
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CRITERIOS BSICOSDE DISEO1.- CALIDAD DE AGUA2.- CANTIDAD DE AGUACONSUMODOTACINVARIACIONES DE CONSUMOPERIODO DE DISEOPOBLACION DE DISEOALMACENAMIENTO DE RESERVORIOS3.- MATERIALES
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CONSUMO DE AGUA Uno de los primeros pasos para el diseo de las obras de agua potable y alcantarillado es determinar la cantidad de agua requerida que est en funcin de los siguientes aspectos: Usos del agua Consumo percpita Variaciones del consumo Distribucin en la localidad
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CONSUMOEs la cantidad de agua que una poblacin consume en un da determinado.DOTACINConsumo de agua percpita, expresada en lt/hab/da.DEMANDAEs el consumo de agua que incluye las prdidas.
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CONSUMOCIFRAS DE CONSUMOFACTORES QUE DETERMINAN EL CONSUMOTIPOS DE CONSUMOVARIACIONES DEL CONSUMOVOLUMEN DE ALMACENAMIENTO
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POBLACIONES URBANASCIFRAS DE CONSUMORNC antes de 1991
DOTACIN (lt/hab/da)POBLACINCLIMAFRIOCLIDO/TEMPLADO2 000 10 00012015010 000 - 50000150200> 50000200250
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POBLACIONES URBANAS que tienen sistemas de distribucin con conexiones domiciliarias CIFRAS DE CONSUMORNC despus de 1991Para programas de vivienda con lotes menores o iguales a 90 m2 ser de 120 lt/hab/da en clima fro y 150 lt/hab/da en clima templado o clido
DOTACION (lt/hab/da)CLIMAFRIOCLIDO/TEMPLADO200250
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FACTORES QUE AFECTAN EL CONSUMOImportancia y tipo de la localidadAspectos Econmicos SocialesCondiciones climticasActividad Industrial y comercialTamao de la localidadEficiencia del servicioMedicin del ConsumoTarifas o costo del aguaPresin de servicio
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TIPOS DE CONSUMODomsticoComercial e industrialPblicoFugas y desperdiciosPara combatir incendios
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DomsticoSuministro de agua a casas, hoteles, etc., para sanitarios, cocina y otros propsitos. El uso vara con el nivel econmico de los consumidores, estando el rango entre 75 y 380 L (20 a 100 gal) por habitante- da.
Tipos de Consumos
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Tipos de Consumos Comercial e Industrial. Suministro de agua a establecimientos industriales y comerciales tales como fbricas, oficinas y almacenes. La importancia de este uso vara localmente, dependiendo de si hay grandes industrias y de si stas obtienen su agua del sistema municipal.
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Uso pblicoSuministro de agua a edificios pblicos y usada para servicio pblico. Este uso incluye agua para los edificios del gobierno, colegios, riego de calles y proteccin contra incendios, por los cuales el abastecedor municipal en general no recibe pago. La cantidad de agua usada para tales propsitos es de 50 a 75 L por habitante-da. Tipos de Consumos
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Prdidas y desperdiciosAgua que es no contabilizada para en el sentido que no es asignada aun usuario especifico. El agua no contabilizada es atribuida a errores en la lectura de los medidores, conexiones sin autorizacin y fugas en los sistemas de distribucin. Tipos de Consumos
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Considerando los factores del consumo es posible establecer su variacin en funcin del tiempo.VARIACIONES DEL CONSUMO
CAUDAL PROMEDIO (Qp) Representa el consumo promedio diario anual.
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Qi = Caudal promedio de un da determinado
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VARIACIONES DIARIAS
El RNE considera: K1 = 1,3 K1: 1,2 1,5Caudal Mximo Diario (Qmd)Qmd = K1 x QpK1Consumo promedio del da de mximo consumo del ao=Consumo promedio diario anual
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VARIACIONES HORARIASEl RNE: K2 = 1,8 2,5
Caudal Mximo Horario (Qmh)Qmh = K2 x QpK2Consumo mximo del da de mximo consumo del ao=Consumo promedio diario anual
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DEMANDA CONTRA INCENDIO Se considera necesario para satisfacer la demanda de agua para apagar el incendio, esta en funcin del tamao de la poblacin, la zona de estudio y de la clase de materiales que emplean en la construccin de los edificios.
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VOLUMEN DE ALMACENAMIENTO DE RESERVORIOSUn reservorio cumple con tres propsitos fundamentalesCompensar las variaciones que se producen durante el daMantener las presiones en la red de distribucin.Mantener cierto volumen de agua para situaciones de emergencia.
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VOLUMEN DEL RESERVORIO El volumen del reservorio est conformado por la suma de volmenes de regulacin, incendio y reserva. VOLUMEN DE REGULACIN (VREG)
VOLUMEN DE RESERVA (VRS)
VOLUMEN DE INCENDIO (VIN)
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VOLUMEN DE REGULACIN (VRG)Para garantizar un buen servicio y establecer un almacenamiento econmico se necesita que el consumo acumulado en el da sea igual a la produccin acumulada durante el periodo
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VOLUMEN DE REGULACIN (VRG)Si el lugar en estudio carece de datos estadsticos sobre las variaciones horarias, es posible estimar dicho volumen como un porcentaje del consumo.Segn el Reglamento de Elaboracin de proyectos de Sedapal, se requerir un volumen de regulacin que ser igual al 18% del consumo del da mximo, cuando el rendimiento de la fuente de abastecimiento sea calculado sobre la base de cada 24 horas de funcionamiento. En caso de que el numero de funcionamiento fuera inferior a 24 horas se aplicara el 18% al producto del consumo diario por 24/N, siendo N el numero de horas de funcionamiento.
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VOLUMEN DE REGULACIN (VRG)Segn lo que las norma OS-30 del Reglamento Nacional de Edificaciones para Almacenamiento de agua para consumo humano, se require un volumen de regulacin equivalente a un 25 % del Consumo Promedio Diario Annual, cuando el rendimiento de la fuente de abastecimiento sea calculado sobre la base de cada 24 horas de funcionamiento.
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VOLUMEN DE REGULACIN (VRG)El volumen de regulacin deber fijarse de acuerdo a un estudio del diagrama masa correspondiente a las variaciones horarias de la demanda.
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VOLUMEN DE RESERVA (VRS) Segn Sedapal:A)VRS = 7% (consumo mximo diario), cuando los equipo funcionan las 24 horas.
B)Para N < 24 horas, VRS = 7% (consumo mximo diario * 24/N)
N = Nmero de horas de funcionamiento de los equipos.
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RESERVORIO ELEVADO DE CABECERA
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CALCULO DE VOLUMENES DE REGULACIONCon un Periodo de Bombeo Curva MasaCon dos periodos de bombeo Curva Masa
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Vreg. = 2029.61 M3
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125520.4125m3/seg
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
CURVA MASA 1
208.168-2081.652
416.336-1040.826
728.5880
1301.051040.826
2055.6592081.652
2784.2473122.478
3538.8564163.304
4215.4025204.13
4943.996244.956
5542.4737285.782
5932.7888326.608
6245.049367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9122222222
28.9122222222
43.3683333333
79.5086111111
104.8068055556
101.1927777778
104.8068055556
93.9647222222
101.1927777778
83.1226388889
54.2104166667
43.3683333333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
HORAS DE BOMBEO12HORASQb=520.42m3/Hr
Qmd260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.34--
4-6 am60312.25728.59--
6-8 am110572.461301.051040.84468.38
8-10 am145754.612055.661040.84754.61
10-12 am140728.592784.251040.841066.86
12-2 pm145754.613538.861040.841353.09
2-4 pm130676.554215.401040.841717.39
4-6 pm140728.594943.991040.842029.64
6-8 pm115598.485542.47-1431.16
8-10 pm75390.325932.79-1040.84
10-12 pm60312.256245.04-728.59
VOLUMEN DE REGULACION =2029.64M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
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Vreg. = 2029.61 M3
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125520.4125m3/seg
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125m3/Hr
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
-
Vreg. = 2029.61 M3
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125520.4125m3/seg
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125m3/Hr
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
-
Vreg. = 42,400 M3
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125520.4125m3/seg
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125m3/Hr
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb =13200 M3/Hr
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020000-2000
7-8 am944.4340054000-5400
8-9 am1333.34800102000-10200
9-10 am1444.45200154000-15400
10-11 am1500.0540020800--20800
11-12 pm1555.6560026400--26400
12-1 pm1611.1580032200--32200
1-2 pm1666.7600038200--38200
2-3 pm1833.36600448000-44800
3-4 pm1777.86400512000-51200
4-5 pm1555.65600568000-56800
5-6 pm1777.86400632000-63200
6-7 pm2000.0720070400--70400
7-8 pm2222.2800078400--78400
8-9 pm2433.3876087160--87160
9-10 pm1555.6560092760--92760
10-11 pm888.9320095960--95960
11-12 am611.1220098160--98160
12-1 am333.3120099360--99360
1-2 am344.41240100600--100600
2-3 am388.91400102000--102000
3-4 am277.81000103000--103000
4-5 am333.31200104200--104200
5-6 am388.91400105600--105600.00
VOLUMEN DE REGULACION =-2000M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
-
Vreg. = 42400 m3
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125520.4125m3/seg
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb=13200m3/seg
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM
2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020001320011200
7-8 am944.4340054001320021000
8-9 am1333.34800102001320029400
9-10 am1444.45200154001320037400
10-11 am1500.0540020800-32000
11-12 pm1555.6560026400-26400
12-1 pm1611.1580032200-20600
1-2 pm1666.7600038200-14600
2-3 pm1833.36600448001320021200
3-4 pm1777.86400512001320028000
4-5 pm1555.65600568001320035600
5-6 pm1777.86400632001320042400
6-7 pm2000.0720070400-35200
7-8 pm2222.2800078400-27200
8-9 pm2433.3876087160-18440
9-10 pm1555.6560092760-12840
10-11 pm888.9320095960-9640
11-12 am611.1220098160-7440
12-1 am333.3120099360-6240
1-2 am344.41240100600-5000
2-3 am388.91400102000-3600
3-4 am277.81000103000-2600
4-5 am333.31200104200-1400
5-6 am388.91400105600-0.00
VOLUMEN DE REGULACION =42400M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0
CURVA MASA 1
208.165-2081.652
416.33-1040.826
728.57750
1301.031251040.826
2055.6293752081.652
2784.2068753122.478
3538.8054163.304
4215.341255204.13
4943.918756244.956
5542.3931257285.782
5932.70258326.608
6244.959367.434
&A
Page &P
Vreg = 2029.61 M3
Vreg = Y1 + Y2
Y1
Y2
CURVA MASA
BOMBA
HORAS
CONSUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN UN PERIODOS
CONSUMO HORARIO 1
28.9118055556
28.9118055556
43.3677083333
79.5074652778
104.8052951389
101.1913194444
104.8052951389
93.9633680556
101.1913194444
83.1214409722
54.2096354167
43.3677083333
Qp = 72.28 Lts/seg
DIAGRAMA DE CONSUMO HORARIO
TIEMPO (Hrs)
CAUDAL (Lts/seg)
Ejem 1
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION DE DISEO =41633HabQb=520.4125m3/Hr
DOTACION =150Lt/Hab/dia
Qp =72.28Lt/seg
Qp =260.21m3/Hr
HORACONSUMO %CONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
0-2 am40208.17208.17--
2-4 am40208.17416.33--
4-6 am60312.25728.58--
6-8 am110572.451301.031040.825468.37
8-10 am145754.602055.631040.825754.60
10-12 am140728.582784.211040.8251066.85
12-2 pm145754.603538.811040.8251353.07
2-4 pm130676.544215.341040.8251717.36
4-6 pm140728.584943.921040.8252029.61
6-8 pm115598.475542.39-1431.13
8-10 pm75390.315932.70-1040.83
10-12 pm60312.256244.95-728.58
VOLUMEN DE REGULACION =2029.61M3
HORA
Q
0-2 am2-2081.65228.91
2-4 am4-1040.82628.91
4-6 am6043.37
6-8 am81040.82679.51
8-10 am102081.652104.81
10-12 am123122.478101.19
12-2 pm144163.304104.81
2-4 pm165204.1393.96
4-6 pm186244.956101.19
6-8 pm207285.78283.12
8-10 pm228326.60854.21
10-12 pm249367.43443.37
Consumo Horario 2
555.5555555556
944.4444444444
1333.3333333333
1444.4444444444
1500
1555.5555555556
1611.1111111111
1666.6666666667
1833.3333333333
1777.7777777778
1555.5555555556
1777.7777777778
2000
2222.2222222222
2433.3333333333
1555.5555555556
888.8888888889
611.1111111111
333.3333333333
344.4444444444
388.8888888889
277.7777777778
333.3333333333
388.8888888889
Qp = 1222.22 Lts/seg
TIEMPO (Hrs)
CONSUMO (Lts/Seg)
CONSUMO HORARIO
CURVA MASA 2
120005280052800
2440132005280066000
3840264005280079200
4840396005280092400
60405280052800105600
7440
9440
12840
17640
22840
28240
33840
39640
45640
52240
58640
64240
70640
77840
85840
94600
100200
103400
105600
Y1
Y2
Y3
Y4
Vrer. = Y1 + Y4Vreg. = 7440 + 34960Vreg. = 42400 M3
CURVA MASA
Periodo 1
Periodo 2
TIEMPO (Hrs)
CONCUMO ACUMULADO (M3)
CURVA MASA PARA BOMBEO EN DOS PERIODOS
Ejem 2
EJEMPLO DE CALCULO DE VOLUMEN DE REGULACION
POBLACION =50000Hab.Qb = 13200M3/Hr
HORAS DE BOMBEO =8Horas
HORARIO =6-10AM2-6PM
HORAGASTO Lts/SegCONSUMO M3CONSUMO ACUMU M3PRODUCCION M3VOLUMEN RESERV. (M3)
6-7 am555.6200020000-2000
7-8 am944.4340054000-5400
8-9 am1333.34800102000-10200
9-10 am1444.45200154000-15400
10-11 am1500.0540020800--20800
11-12 pm1555.6560026400--26400
12-1 pm1611.1580032200--32200
1-2 pm1666.7600038200--38200
2-3 pm1833.36600448000-44800
3-4 pm1777.86400512000-51200
4-5 pm1555.65600568000-56800
5-6 pm1777.86400632000-63200
6-7 pm2000.0720070400--70400
7-8 pm2222.2800078400--78400
8-9 pm2433.3876087160--87160
9-10 pm1555.6560092760--92760
10-11 pm888.9320095960--95960
11-12 am611.1220098160--98160
12-1 am333.3120099360--99360
1-2 am344.41240100600--100600
2-3 am388.91400102000--102000
3-4 am277.81000103000--103000
4-5 am333.31200104200--104200
5-6 am388.91400105600--105600.00
VOLUMEN DE REGULACION =-2000M3
Hoja3
periodo 1periodo 2Recta
7555.620002000112001200.06014528001052800
8944.454003400212402440.071320015660001152800
91333.3102004800314003840.082640016792001252800
101444.4154005200410004840.093960017924001352800
111500.0208005400512006040.01052800181056001452800
121555.6264005600614007440.0
131611.1322005800720009440.0
141666.73820060008340012840.0
151833.34480066009480017640.0
161777.851200640010520022840.0
171555.656800560011540028240.0
181777.863200640012560033840.0
192000.070400720013580039640.0
202222.278400800014600045640.0
212433.387160876015660052240.0
221555.692760560016640058640.0
23888.995960320017560064240.0
24611.198160220018640070640.0
1333.399360120019720077840.0
2344.4100600124020800085840.0
3388.9102000140021876094600.0
4277.81030001000225600100200.0
5333.31042001200233200103400.0
6388.91056001400242200105600.0