Diagrama Masa Reservorio

7/27/2019 Diagrama Masa Reservorio

1/24

FUENTE

19800 hab. POZO N1 FALA 40 lps 100% EFE160.00 lt/hab/da POZO N2 FALA 70 lps 96% EFE

190.67 (m3/h) TOTAL 110 lps12

381.33 (m3/h) 105.926 Lps

VARIACION Qbombeo CONSUMO CONSUMO

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

0-1 0.20 0 38.13 38.13 -38.13 -38.131-2 0.20 0 38.13 76.27 -38.13 -76.272-3 0.20 0 38.13 114.40 -38.13 -114.403-4 0.20 381.33 38.13 152.53 343.20 228.804-5 0.20 381.33 38.13 190.67 343.20 572.005-6 1.80 381.33 343.20 533.87 38.13 610.136-7 1.80 381.33 381.33 915.20 0.00 610.137-8 1.80 381.33 343.20 1258.40 38.13 648.278-9 1.25 381.33 238.33 1496.73 143.00 791.27 Mx.Exce

9-10 1.25 381.33 238.33 1735.07 143.00 934.27 Mx Defe10-11 1.25 381.33 238.33 1973.40 143.00 1077.27 Vol. Regu11-12 1.25 381.33 238.33 2211.73 143.00 1220.2712-13 1.80 381.33 343.20 2554.93 38.13 1258.40 vol contr13-14 1.80 381.33 343.20 2898.13 38.13 1296.5314-15 1.80 381.33 343.20 3241.33 38.13 1334.67 Volumen 15-16 1.00 0 190.67 3432.00 -190.67 1144.0016-17 1.00 0 190.67 3622.67 -190.67 953.33

17-18 1.00 0 190.67 3813.33 -190.67 762.6718-19 1.50 0 286.00 4099.33 -286.00 476.6719-20 1.50 0 286.00 4385.33 -286.00 190.6720-21 0.40 0 76.27 4461.60 -76.27 114.4021-22 0.40 0 76.27 4537.87 -76.27 38.13

DIAGRAMA DE MASA ANALITICO DE AGUA RESERV0RIO 3000M3ALTERNATIVA - T = 12 horas.

Poblacin =

Dotacin =

Qmd =

Tiempo de Bombeo = horasQ de bombeo =

HORAVOLUMEN RESERVORIO


2/24

T. CONSUMO PRODUCCION

ACUMULADO

1 38.13 0.002 76.27 0.003 114.40 0.004 152.53 381.335 190.67 762.676 533.87 1144.007 915.20 1525.338 1258.40 1906.67

9 1496.73 2288.0010 1735.07 2669.3311 1973.40 3050.6712 2211.73 3432.0013 2554.93 3813.3314 2898.13 4194.6715 3241.33 4576.0016 3432.00 4576.0017 3622.67 4576.0018 3813.33 4576.0019 4099.33 4576.0020 4385.33 4576.00

21 4461.60 4576.0022 4537.87 4576.0023 4576.00 4576.0024 4614.13 4576.00

ALTERNATIVA - T = 12 horas.

DIAGRAMA DE MASA ANALITICO DE AGUA

0.00

500.00

1000.00

1500.00

2000.00

2500.00

3000.00

3500.00

4000.00

4500.00

5000.00

0 2 4 6 8 10 12 14 16 18 20 22 24

ConsumoAcumulad

o(m)

Tiempo ( en Horas)

DIAGRAMA MASA


3/24


4/24

1334.67-114.401449.07

50

1998.76


5/24

Series1 Series2


6/24


7/24

FUENTE

15400 hab. POZO N4 18 lps 100% E160.00 lt/hab/da POZO N1 FERREAFE 55 lps 96% E

148.30 (m3/h) TOTAL 73 lps14.0

254.22 (m3/h) 70.617 Lps



0-1 0.20 0 29.66 29.66 -29.66 -29.661-2 0.20 0 29.66 59.32 -29.66 -59.322-3 0.20 254.22 29.66 88.98 224.56 165.243-4 0.20 254.22 29.66 118.64 224.56 389.814-5 0.20 254.22 29.66 148.30 224.56 614.375-6 1.80 254.22 266.93 415.23 -12.71 601.666-7 1.80 254.22 266.93 682.16 -12.71 588.95

7-8 1.80 254.22 266.93 949.10 -12.71 576.248-9 1.25 254.22 185.37 1134.47 68.85 645.09 Mx.Ex

9-10 1.25 254.22 185.37 1319.84 68.85 713.94 Mx De10-11 1.25 254.22 185.37 1505.21 68.85 782.79 Vol. Re11-12 1.25 254.22 185.37 1690.58 68.85 851.6412-13 1.80 254.22 266.93 1957.51 -12.71 838.93 vol con13-14 1.80 254.22 266.93 2224.44 -12.71 826.2214-15 1.80 254.22 266.93 2491.38 -12.71 813.51 Volume15-16 1.00 254.22 148.30 2639.67 105.93 919.4416-17 1.00 0 148.30 2787.97 -148.30 771.14

17-18 1.00 0 148.30 2936.27 -148.30 622.8418-19 1.50 0 222.44 3158.71 -222.44 400.4019-20 1.50 0 222.44 3381.16 -222.44 177.9620-21 0.40 0 59.32 3440.47 -59.32 118.6421-22 0.40 0 59.32 3499.79 -59.32 59.32


Poblacin =

Dotacin =


Qmd =



8/24


ACUMULADO

1 29.66 0.002 59.32 0.003 88.98 254.224 118.64 508.445 148.30 762.676 415.23 1016.897 682.16 1271.118 949.10 1525.33

9 1134.47 1779.5610 1319.84 2033.7811 1505.21 2288.0012 1690.58 2542.2213 1957.51 2796.4414 2224.44 3050.6715 2491.38 3304.8916 2639.67 3559.1117 2787.97 3559.1118 2936.27 3559.1119 3158.71 3559.1120 3381.16 3559.11

21 3440.47 3559.1122 3499.79 3559.1123 3529.45 3559.1124 3559.11 3559.11

DIAGRAMA DE MASA ANALITICO DE AGUAALTERNATIVA - T = 14 horas.

0.00

500.00

1000.00

1500.00

2000.00

2500.00

3000.00

3500.00

4000.00

0 2 4 6 8 10 12 14 16 18 20 22 24

ConsumoAcumulad

o(m)

Tiempo ( en Horas)

DIAGRAMA MASA


9/24


10/24

919.44-59.32978.76

50

1371.67


11/24

Series1 Series2


12/24


13/24

FUENTE

5668 hab. POZO N3 28 lps 98% EFECTIVO160.00 lt/hab/da TOTAL 28 lps

54.58 (m3/h)13.0

100.76 (m3/h) 27.990 Lps



0-1 0.20 0 10.92 10.92 -10.92 -10.921-2 0.20 0 10.92 21.83 -10.92 -21.832-3 0.20 0 10.92 32.75 -10.92 -32.753-4 0.20 0 10.92 43.66 -10.92 -43.664-5 0.20 0 10.92 54.58 -10.92 -54.585-6 1.80 100.76 98.25 152.83 2.52 -52.066-7 1.80 100.76 98.25 251.07 2.52 -49.54

7-8 1.80 100.76 98.25 349.32 2.52 -47.028-9 1.25 100.76 68.23 417.54 32.54 -14.48 Mx.Exceso:

9-10 1.25 100.76 68.23 485.77 32.54 18.05 Mx Defecto:10-11 1.25 100.76 68.23 553.99 32.54 50.59 Vol. Regulacin:11-12 1.25 100.76 68.23 622.22 32.54 83.1312-13 1.80 100.76 98.25 720.47 2.52 85.65 vol contra incendio13-14 1.80 100.76 98.25 818.71 2.52 88.17

14-15 1.80 100.76 98.25 916.96 2.52 90.69 Volumen de Reservo15-16 1.00 100.76 54.58 971.54 46.18 136.8716-17 1.00 100.76 54.58 1026.12 46.18 183.06

17-18 1.00 100.76 54.58 1080.70 46.18 229.2418-19 1.50 0 81.87 1162.57 -81.87 147.3719-20 1.50 0 81.87 1244.44 -81.87 65.5020-21 0.40 0 21.83 1266.27 -21.83 43.6621-22 0.40 0 21.83 1288.11 -21.83 21.83


Poblacin =

Dotacin =

Qmd =




14/24


ACUMULADO

1 10.92 0.002 21.83 0.003 32.75 0.004 43.66 0.005 54.58 0.006 152.83 100.767 251.07 201.538 349.32 302.299 417.54 403.0610 485.77 503.8211 553.99 604.5912 622.22 705.3513 720.47 806.1214 818.71 906.8815 916.96 1007.6416 971.54 1108.4117 1026.12 1209.1718 1080.70 1309.9419 1162.57 1309.9420 1244.44 1309.94

21 1266.27 1309.9422 1288.11 1309.9423 1299.02 1309.9424 1309.94 1309.94

ALTERNATIVA - T = 13 horas.

DIAGRAMA DE MASA ANALITICO DE AGUA

0.00

200.00

400.00

600.00

800.00

1000.00

1200.00

1400.00

0 2 4 6 8 10 12 14 16 18 20 22 24

ConsumoAcumulad

o(m)

Tiempo ( en Horas)

DIAGRAMA MASA

Ser


15/24


16/24


17/24

Series2


18/24


19/24

FUENTE

472 hab. POZO N2 DE FALA 70 lps 3.3% EFECTIVO160.00 lt/hab/da TOTAL 70 lps

4.55 (m3/h)13.08.39 (m3/h) 2.331 Lps



0-1 0.20 0 0.91 0.91 -0.91 -0.911-2 0.20 0 0.91 1.82 -0.91 -1.822-3 0.20 0 0.91 2.73 -0.91 -2.733-4 0.20 0 0.91 3.64 -0.91 -3.644-5 0.20 0 0.91 4.55 -0.91 -4.555-6 1.80 8.39 8.18 12.73 0.21 -4.346-7 1.80 8.39 8.18 20.91 0.21 -4.13

7-8 1.80 8.39 8.18 29.09 0.21 -3.928-9 1.25 8.39 5.68 34.77 2.71 -1.21 Mx.Exceso:

9-10 1.25 8.39 5.68 40.45 2.71 1.50 Mx Defecto:10-11 1.25 8.39 5.68 46.13 2.71 4.21 Vol. Regulacin11-12 1.25 8.39 5.68 51.82 2.71 6.9212-13 1.80 8.39 8.18 60.00 0.21 7.13 vol contra incen13-14 1.80 8.39 8.18 68.18 0.21 7.34

14-15 1.80 8.39 8.18 76.36 0.21 7.55 Volumen de Res15-16 1.00 8.39 4.55 80.90 3.85 11.4016-17 1.00 8.39 4.55 85.45 3.85 15.2417-18 1.00 8.39 4.55 89.99 3.85 19.09

18-19 1.50 0 6.82 96.81 -6.82 12.2719-20 1.50 0 6.82 103.63 -6.82 5.4520-21 0.40 0 1.82 105.45 -1.82 3.6421-22 0.40 0 1.82 107.27 -1.82 1.8222 23 0 20 0 0 91 108 18 0 91 0 91

DIAGRAMA DE MASA ANALITICO DE AGUA RESERV0RIO 40M3 - PP.JJ. FAALTERNATIVA - T = 13 horas.

Poblacin =

Dotacin =


Qmd =



20/24


ACUMULADO

1 0.91 0.002 1.82 0.003 2.73 0.004 3.64 0.005 4.55 0.006 12.73 8.397 20.91 16.788 29.09 25.179 34.77 33.56

10 40.45 41.9611 46.13 50.3512 51.82 58.7413 60.00 67.1314 68.18 75.5215 76.36 83.9116 80.90 92.3017 85.45 100.6918 89.99 109.0819 96.81 109.0820 103.63 109.08

21 105.45 109.0822 107.27 109.0823 108.18 109.0824 109.08 109.08

DIAGRAMA DE MASA ANALITICO DE AGUAALTERNATIVA - T = 13 horas.

0.00

20.00

40.00

60.00

80.00

100.00

120.00

0 2 4 6 8 10 12 14 16 18 20 22 24

ConsumoAcumulado(m)

Tiempo ( en Horas)

DIAGRAMA MASA


21/24


22/24


23/24

Series2


24/24

Diagrama Masa Reservorio

Documents

Transcript of Diagrama Masa Reservorio