ALTERNATIVA - T = 14 horas Doble Horario.FUENTE

Población = 135370 hab.CISTERNA 2

Dotación = 220.00 lt/hab/día

Qmd = 1792.40 (m3/h)Tiempo de Bombeo = 14 horas

Q de bombeo = 3072.68 (m3/h) 854 lps

VARIACION Qbombeo CONSUMO CONSUMO VOLUMEN RESERVORIO

HORARIA (K2) Qb (m3/h) Qmd*K2 Acumulado PARCIAL ACUMULADO

0-1 0.20 0 358.48 358.48 -358.48 -358.481-2 0.20 0 358.48 716.96 -358.48 -716.96

1 2-3 0.20 3072.68 358.48 1075.44 2714.20 1997.242 3-4 0.20 3072.68 358.48 1433.92 2714.20 4711.453 4-5 0.20 3072.68 358.48 1792.40 2714.20 7425.654 5-6 1.80 3072.68 3226.32 5018.72 -153.63 7272.025 6-7 1.80 3072.68 3072.68 8091.40 0.00 7272.026 7-8 1.80 3072.68 3226.32 11317.72 -153.63 7118.38

7 8-9 1.25 3072.68 2240.50 13558.22 832.19 7950.57 Máx.Exceso: 10447.1

8 9-10 1.25 3072.68 2240.50 15798.72 832.19 8782.76 Máx Defecto: -717.0

9 10-11 1.25 3072.68 2240.50 18039.22 832.19 9614.94 Vol. Regulaciòn: 11164.110 11-12 1.25 3072.68 2240.50 20279.72 832.19 10447.13

11 12-13 1.80 3072.68 3226.32 23506.03 -153.63 10293.49 Vol contra incendio (RNE) 5013-14 1.80 0 3226.32 26732.35 -3226.32 7067.1714-15 1.80 0 3226.32 29958.67 -3226.32 3840.86 Volumen de Reservorio 14952.11 m315-16 1.00 0 1792.40 31751.07 -1792.40 2048.46

12 16-17 1.00 3072.68 1792.40 33543.47 1280.29 3328.7413 17-18 1.00 3072.68 1792.40 35335.87 1280.29 4609.03 Construir Reservorio V=15000m314 18-19 1.50 3072.68 2688.60 38024.47 384.09 4993.11

19-20 1.50 0 2688.60 40713.06 -2688.60 2304.5120-21 0.40 0 716.96 41430.02 -716.96 1587.5521-22 0.40 0 716.96 42146.98 -716.96 870.5922-23 0.20 0 358.48 42505.46 -358.48 512.1123-24 0.20 0 358.48 42863.94 -358.48 153.63

I. DIAGRAMA DE MASA ANALITICO DE AGUA RESERV0RIO 15000m3

100% EFECTIVO

N° HORA

m3

m3

m3

m3

ALTERNATIVA - T = 14 horas.

T. CONSUMOPRODUCCION

ACUMULADO

1 358.48 0.002 716.96 0.003 1075.44 3072.684 1433.92 6145.375 1792.40 9218.056 5018.72 12290.747 8091.40 15363.428 11317.72 18436.109 13558.22 21508.7910 15798.72 24581.4711 18039.22 27654.1612 20279.72 30726.8413 23506.03 33799.5314 26732.35 33799.5315 29958.67 33799.5316 31751.07 33799.5317 33543.47 36872.2118 35335.87 39944.8919 38024.47 43017.5820 40713.06 43017.5821 41430.02 43017.5822 42146.98 43017.5823 42505.46 43017.5824 42863.94 43017.58

I. GRAFICO DIAGRAMA DE MASA ANALITICO DE AGUA - R-1500m3

0 2 4 6 8 10 12 14 16 18 20 22 240.00

5000.00

10000.00

15000.00

20000.00

25000.00

30000.00

35000.00

40000.00

45000.00

50000.00

DIAGRAMA MASA

Consumo

Producción

Tiempo ( en Horas)

Co

ns

um

o A

cu

mu

lad

o (

m³)

ALTERNATIVA - T = 16 horas Doble Horario.FUENTE

Población = 135370 hab.CISTERNA 2Dotación = 220.00 lt/hab/día

Qmd = 1792.40 (m3/h)Tiempo de Bombeo = 20.0 horas

Q de bombeo = 2150.88 (m3/h) 597.5 lps

VARIACION Qbombeo CONSUMO CONSUMO VOLUMEN RESERVORIO

HORARIA (K2) Qb (m3/h) Qmd*K2 Acumulado PARCIAL ACUMULADO

0-1 0.20 358.48 358.48 -358.48 -358.481-2 0.20 358.48 716.96 -358.48 -716.96

1 2-3 0.20 2150.88 358.48 1075.44 1792.40 1075.442 3-4 0.20 2150.88 358.48 1433.92 1792.40 2867.843 4-5 0.20 2150.88 358.48 1792.40 1792.40 4660.244 5-6 1.80 2150.88 3226.32 5018.72 -1075.44 3584.805 6-7 1.80 2150.88 3226.32 8245.04 -1075.44 2509.366 7-8 1.80 2150.88 3226.32 11471.35 -1075.44 1433.92

7 8-9 1.25 2150.88 2240.50 13711.85 -89.62 1344.30 Máx.Exceso: 4660.24

8 9-10 1.25 2150.88 2240.50 15952.35 -89.62 1254.68 Máx Defecto: -2150.88

9 10-11 1.25 2150.88 2240.50 18192.85 -89.62 1165.06 Vol. Regulaciòn: 6811.1210 11-12 1.25 2150.88 2240.50 20433.35 -89.62 1075.44

11 12-13 1.80 2150.88 3226.32 23659.67 -1075.44 0.00 vol contra incendio 5012 13-14 1.80 2150.88 3226.32 26885.99 -1075.44 -1075.4413 14-15 1.80 2150.88 3226.32 30112.30 -1075.44 -2150.88 Volumen de Reservorio 9148.16 m314 15-16 1.00 2150.88 1792.40 31904.70 358.48 -1792.4015 16-17 1.00 2150.88 1792.40 33697.10 358.48 -1433.9216 17-18 1.00 2150.88 1792.40 35489.50 358.48 -1075.44 Construir Reservorio V10000=m317 18-19 1.50 2150.88 2688.60 38178.10 -537.72 -1613.1618 19-20 1.50 2150.88 2688.60 40866.70 -537.72 -2150.8819 20-21 0.40 2150.88 716.96 41583.66 1433.92 -716.9620 21-22 0.40 2150.88 716.96 42300.62 1433.92 716.96

22-23 0.20 358.48 42659.10 -358.48 358.4823-24 0.20 358.48 43017.58 -358.48 0.00

II. DIAGRAMA DE MASA ANALITICO DE AGUA RESERV0RIO 10000m3

100% EFECTIVO

N° HORA

m3

m3

m3

m3

ALTERNATIVA - T = 16 horas.

T. CONSUMOPRODUCCION

ACUMULADO

1 358.48 0.002 716.96 0.003 1075.44 2150.884 1433.92 4301.765 1792.40 6452.646 5018.72 8603.527 8245.04 10754.398 11471.35 12905.279 13711.85 15056.1510 15952.35 17207.0311 18192.85 19357.9112 20433.35 21508.7913 23659.67 23659.6714 26885.99 25810.5515 30112.30 27961.4316 31904.70 30112.3017 33697.10 32263.1818 35489.50 34414.0619 38178.10 36564.9420 40866.70 38715.8221 41583.66 40866.7022 42300.62 43017.5823 42659.10 43017.5824 43017.58 43017.58

II. GRAFICO DIAGRAMA DE MASA ANALITICO DE AGUA - R-500m3

0 2 4 6 8 10 12 14 16 18 20 22 240.00

5000.00

10000.00

15000.00

20000.00

25000.00

30000.00

35000.00

40000.00

45000.00

50000.00

DIAGRAMA MASA

Consumo

Producción

Tiempo ( en Horas)

Co

ns

um

o A

cu

mu

lad

o (

m³)