consumo-variacion

DATOS BSICOS DE DISEOCANTIDAD DE AGUA

CRITERIOS BSICOSDE DISEO1.- CALIDAD DE AGUA2.- CANTIDAD DE AGUACONSUMODOTACINVARIACIONES DE CONSUMOPERIODO DE DISEOPOBLACION DE DISEOALMACENAMIENTO DE RESERVORIOS3.- MATERIALES

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

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.

CONSUMOCIFRAS DE CONSUMOFACTORES QUE DETERMINAN EL CONSUMOTIPOS DE CONSUMOVARIACIONES DEL CONSUMOVOLUMEN DE ALMACENAMIENTO

POBLACIONES URBANASCIFRAS DE CONSUMORNC antes de 1991

DOTACIN (lt/hab/da)POBLACINCLIMAFRIOCLIDO/TEMPLADO2 000 10 00012015010 000 - 50000150200> 50000200250

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

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

TIPOS DE CONSUMODomsticoComercial e industrialPblicoFugas y desperdiciosPara combatir incendios

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

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.

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

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

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.

Qi = Caudal promedio de un da determinado

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

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

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.

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.

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)

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

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.

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.

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.

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.

RESERVORIO ELEVADO DE CABECERA

CALCULO DE VOLUMENES DE REGULACIONCon un Periodo de Bombeo Curva MasaCon dos periodos de bombeo Curva Masa

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


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1


HORAS DE BOMBEO12HORASQb=520.42m3/Hr

Qmd260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2




HORARIO =6-10AM

2-6PM


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


Hoja3


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1




Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2




HORARIO =6-10AM

2-6PM


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


Hoja3


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1


POBLACION DE DISEO =41633HabQb=520.4125m3/Hr


Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2




HORARIO =6-10AM

2-6PM


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


Hoja3


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1




Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2




HORARIO =6-10AM

2-6PM


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


Hoja3


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1




Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2


POBLACION =50000Hab.Qb =13200 M3/Hr


HORARIO =6-10AM2-6PM


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


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1




Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2




HORARIO =6-10AM

2-6PM


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


Hoja3


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 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


TIEMPO (Hrs)

CAUDAL (Lts/seg)

Ejem 1




Qp =72.28Lt/seg

Qp =260.21m3/Hr


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


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


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


CURVA MASA

Periodo 1

Periodo 2

TIEMPO (Hrs)



Ejem 2


POBLACION =50000Hab.Qb = 13200M3/Hr


HORARIO =6-10AM2-6PM


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


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

consumo-variacion

Documents