Hoja1CALCULO HIDRAULICO RED DE DISTRIBUCION (ABIERTO)DATOSPob.F.4415habPer. D20aosDot.90lts/pers/diaQp=4.5989583333ltsQmd=5.9786458333Qmh=Qp x K2Qmh=8.278125K2=1.8

Qunit=0.001875

CALCULO

TRAMOCAUDAL (lts/seg)LONGITUDDIAMETROVELOCIDADPERDIDA DE CARGACOTA DE TERRENOCOTA PIEZOMETRICAPRESIONhab.diseoL (m) (pulg)(m/seg)hf unit (m)hf tramo (m)inicialfinalinicialfinalinicialfinalTRAM.ACUM.RES. - A11252.1093758.27812512522.9470.143017.8710246224432465.002447.133.004.13A-B11252.1093754.58437512521.6320.04795.9889244324322447.132441.144.139.14B-C4780.896251.4906259720.5310.00600.5815243224302441.142440.569.1410.56C-D1600.30.36720.1070.00030.0207243024242440.562440.5410.5616.54

C-E1570.2943750.29437510520.1050.00030.0313243024342440.562440.5310.566.53

B-CRP7 N15250.9843750.98437510920.3500.00280.3033243224122441.142440.849.1428.84CRP7 N1 - F4250.7968751.5843759820.5640.00670.6577241223922412.002411.340.0019.34F-G1190.2231250.2231258620.0790.00020.0154239223692411.342411.3319.3442.33

F-H2030.3806250.56437510020.2010.00100.0994239223752411.342411.2419.3436.24H-I980.183750.1837512020.0650.00010.0150237523722411.242411.2336.2439.23

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