DISEÑO HIDRAULICO0.013 0.3592454

1.06746E-05 4.2741E-06

TRAMOLONG DIAM DIAM Q V PERDIDAS

M M PULG M3/SEG M/SEG UNITARIA TOTALT-1 40.040 0.038 1 1/2 0.000429 0.286 0.0054 0.2151-1.1 4.760 0.019 3/4 0.000091 0.121 0.0089 0.042

1-2 56.560 0.025 1 0.000039 0.000 0.0005 0.026

2-3 20.670 0.025 1 0.000195 0.000 0.0090 0.185

1377 0.076 3 0.001230 0.410 0.0013 1.77523 0.051 2 0.000850 0.425 0.0047 0.108

5 0.013 1/2 0.000020 0.040 0.0039 0.019

DISEÑO HIDRAULICO

COTA PIEZOMETRICA COTA TERRENO PRESION DISPONIBLEINICIAL FINAL INICIAL FINAL INICIAL FINAL1,623.500 1,623.285 1,623.500 1,614.500 0.000 8.7851,623.285 1,623.243 1,614.500 1,614.000 8.785 9.243

1,623.285 1,623.260 1,614.500 1,608.500 8.785 14.760

1,623.260 1,623.074 1,608.500 1,608.200 14.760 14.874

3,480.000 3,478.225 3,480.000 3,476.000 0.000 2.2253,478.225 3,478.118 3,476.000 3,475.000 2.225 3.1183,478.118 3,478.098 3,475.000 3,474.500 3.118 3.598