Redes Abiertas
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![Page 1: Redes Abiertas](https://reader038.fdocumento.com/reader038/viewer/2022100508/563db7cc550346aa9a8e0a26/html5/thumbnails/1.jpg)
TRAMO POBLACIONCAUDAL (l/s) PERDIDA DE CARGA (hf)
TRAMO DISEÑO UNITARIA
R-A 60 1.5 0.000 1.99 0.0917A-B 122 125 1.5 0.216 1.99 0.0917B-C 161 97 1.5 0.285 0.846 0.0188C-D 160 67 1 0.283 0.283 0.0179C-E 157 105 1 0.278 0.278 0.0173
B-CRP 100 109 1.5 0.177 0.928 0.0224CRP-F 103 98 1.5 0.182 0.751 0.0151
F-G 119 86 1 0.210 0.21 0.0103F-H 105 100 1 0.186 0.359 0.0278H-I 98 120 1 0.173 0.173 0.0072
LONGITUD (m)
DIAMETRO (plg)
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PERDIDA DE CARGA (hf) COTA PIEZOMETRICA COTA TERRENO PRESION (m.c.a.)TRAMO INICIAL FINAL INICIAL FINAL INICIAL FINAL
5.5036 2462.00 2456.50 2462 2443 0.00 13.5011.4657 2456.50 2445.03 2443 2432 13.50 13.03
1.8282 2445.03 2443.20 2432 2430 13.03 13.201.1975 2443.20 2442.01 2430 2424 13.20 18.011.8158 2443.20 2441.39 2430 2434 13.20 7.392.4378 2445.03 2412.00 2432 2412 13.03 0.001.4817 2412.00 2410.52 2412 2392 0.00 18.520.8851 2410.52 2409.63 2392 2369 18.52 40.632.7753 2410.52 2407.74 2392 2385 18.52 22.740.8629 2407.74 2406.88 2385 2372 22.74 34.88
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Qdiseño (l/s) 1.99POBLACION 1125Qunitario (l/s/hab) 0.00177