7/23/2019 Agua Potable Fijo

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Qp   =   0.722   lt/seg

Qmh   =   1.878   lt/seg 0.0019483671 lt/seg/m

TRAMO  NODO

DE A

1   1   2 0.11392 58.472   2   3 0.02322 11.92

3   3   4 0.09625 49.40

4   2   5 0.11213 57.55

5   5   6 0.06112 31.37

6   6   7 0.07505 38.52

7   7   8 0.07324 37.59

8   8   9 0.03587 18.41

9   9   10 0.28016 143.79

10   6   11 0.18038 92.58

11   11   12 0.04103 21.06

12   11   13 0.04791 24.5913   13   14 0.11470 58.87

14   14   18 0.06133 31.48

15   18   17 0.11868 60.91

16   11   15 0.10225 52.48

17   15   16 0.08366 42.94

18   16   17 0.06743 34.61

19   17   19 0.06523 33.48

20   19   20 0.12421 63.75

1.87778   963.77

NODO ELEVACION

1   55.87 10.82 45.00

2   43.93 12.97 30.95

3   42.87 13.85 28.92

4   45.24 12.20 33.00

5   42.65 12.61 30.00

6   40.33 13.68 26.58

7   41.00 13.60 27.38

8   42.93 12.22 30.69

9   42.97 12.11 30.85

10   44.86 25.14 19.6711   37.19 13.62 23.51

12   34.28 13.67 20.50

13   43.21 12.59 30.57

14   43.16 12.69 30.42

15   38.75 13.40 25.34

16   34.65 13.81 20.76

17   36.69 13.50 23.15

18   44.24 12.16 32.00

CAUDAL PORTRAMO

LONGITUDPOR TRAMO

GRADIENTEIDRAULICO !m"

PRE#ION!m2O"

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19   40.77 12.95 27.68

20   45.37 12.30 33.00

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NODO ELEVACION DEMANDA

1 45.002 30.95 0.11392

3 28.92 0.02322

4 33.00 0.09625

5 30.00 0.11213

6 26.58 0.06112

7 27.38 0.07505

8 30.69 0.07324

9 30.85 0.03587

10 19.67 0.28016

11 23.51 0.18038

12 20.50 0.0410313 30.57 0.04791

14 30.42 0.11470

15 25.34 0.10225

16 20.76 0.08366

17 23.15 0.18611

18 32.00 0.06133

19 27.68 0.06523

20 33.00 0.12421

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