Calculo de las perdidas:TRAMO DIAM (mm) ALFA L L´ Q J(mts)Est-A 250 0.0000043853 33.695 37.0645 45.99 0.20A-B 200 0.0000130574 321.832 354.0152 14.21 0.63B-C 75 0.0015505387 69.127 76.0397 2.84 0.81C-D 75 0.0015505387 63.534 69.8874 0.9 0.09D-E 75 0.0015505387 122.459 134.7049 0.63 0.09E-F 75 0.0015505387 66.832 73.5152 0.42 0.02B-G 160 0.0000387641 120.707 132.7777 2.87 0.04C-F 75 0.0015505387 122.45 134.695 1.37 0.37G-H 160 0.0000387641 313.431 344.7741 9.79 0.91H-A 200 0.0000130574 125.286 137.8146 22.22 0.56F-G 75 0.0015505387 61.62 67.782 0.001 0.00CALCULO DE PRESIONES (Hip. Q. Max Horario(estimando la energia en el nivel medio 1000

NODO ENERGIA (mts) PERDIDA (mts) COTA (mts) P. DIN (mts) P EST. (mts)EST 1000

0.20A 999.80 853 146.80 149.5

0.63B 999.17 851 148.17 151.5

0.81C 998.36 850.5 147.86 152

0.09D 998.27 850.5 147.77 152

0.09E 998.18 851 147.18 151.5

0.02F 998.16 851.5 146.66 151

0.00G 998.16 851.5 146.66 151

0.91H 997.25 854 143.25 148.5

B 999.17 851 148.17 151.50.04

G 999.13 851.5 147.63 151

C 998.27 850.5 147.77 1520.37

F 997.90 851.5 146.40 151

CALCULO DE PRESIONES (Hip. Q. Max Horario(estimando la energia en el nivel medio 876.75

NODO ENERGIA (mts) PERDIDA (mts) COTA (mts) P. DIN (mts) P EST. (mts)EST 876.75

0.2A 876.55 853 23.55 26.25

0.63B 875.92 851 24.92 28.25

0.81C 875.11 850.5 24.61 28.75

0.09D 875.02 850.5 24.52 28.75

0.09E 874.93 851 23.93 28.25

0.02F 874.91 851.5 23.41 27.75

0G 874.91 851.5 23.41 27.75

0.91H 874 854 20 25.25

B 875.92 851 24.92 28.250.04

G 875.88 851.5 24.38 27.75

C 875.11 850.5 24.61 28.750.37

F 874.74 851.5 23.24 27.75