3
 tramo Ø (pulg) α gasto de diseño longitud (m) 18-17 75  0.0007522 1.65 98 19-17 75  0.0007522 1.58 94 17-16 100  0.0002565 4.94 102 16-15 150  0.000029 6.60 99 15-13 150  0.000029 8.03 85 14-13 75  0.0007522 1.70 101 13-10 150  0.000029 11.27 92 11-10 75  0.0007522 1.93 115 12-10 75  0.0007522 2.35 140 10-7 200  0.000006438 17.07 90 9-8 75  0.0007522 1.18 70 8-7 75  0.0007522 2.77 95 7-5 200  0.000006438 21.35 90 6-5 75  0.0007522 1.76 105 5-2 200  0.000006438 24.63 90 3-2 75  0.0007522 2.18 130 4-2 75  0.0007522 2.18 130 2-1 250  0.000002014 30.01 60

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Hoja1tramo (pulg)gasto de diseolongitud (m)perdida de carga Jcota del terrenopresion estaticapresion dinamica 18-17750.00075221.659819-17750.00075221.589417-161000.00025654.9410216-151500.0000296.609915-131500.0000298.038514-13750.00075221.7010113-101500.00002911.279211-10750.00075221.9311512-10750.00075222.3514010-72000.00000643817.0790=9-8750.00075221.187079.948-7750.00075222.779578.767-52000.00000643821.359075.996-5750.00075221.7610556.405-22000.00000643824.639054.643-2750.00075222.1813032.194-2750.00075222.1813032.192-12500.00000201430.016030.01

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