Tabla de ClculoTABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMSPROYECTO: XXXPROYECTISTA: XXXNo. de tramos: 15No. de nodos: 16DESCRIPCIONTRAMOLONGITUDDIAMETRODIAMETROCOEF.GASTOGASTOVELOCIDADPERDIDA DE CARGA(m)COTA DE T.N.(m)COTA PIEZOMETRICA(m)CARGA DISPONIBLE(m)OBSERVACIONESDea(m)INTERIOR(mm)EFECTIVO(mm)H-WILLIAMSINICIAL(lps)FINAL(lps)(m/s)TUBERIAADICIONALINICIALFINALINICIALFINALINICIALFINAL1273.58738.138.11501.2501.250[>5]1.0962.5140.0003544.9203542.4193545.9203543.405[>501.000][>500.986]2385.32138.138.11501.2501.250[>5]1.0962.9150.0003542.4193536.0023543.4053540.490[>500.986][>504.488]3493.77438.138.11501.2501.250[>5]1.0963.2040.0003536.0023529.2653540.4903537.286[>504.488][>508.020]4545.10838.138.11501.2501.250[>5]1.0961.5410.0003529.2653523.8233537.2863535.744[>508.020][>511.922]5694.45538.138.11501.2501.250[>5]1.0963.2270.0003523.8233516.9093535.7443532.517[>511.922][>515.608]6769.46738.138.11501.2501.250[>5]1.0962.3740.0003516.9093512.1453532.5173530.143[>515.608][>517.999]7858.59638.138.11501.2501.250[>5]1.0962.0020.0003512.1453512.3213530.1433528.141[>517.999][>515.820]8953.66238.138.11501.2501.250[>5]1.0961.8340.0003512.3213508.8213528.1413526.308[>515.820][>517.487]91079.47538.138.11501.2501.250[>5]1.0962.7160.0003508.8213499.9853526.3083523.592[>517.487][>523.607]101173.77638.138.11501.2501.250[>5]1.0962.5210.0003499.9853492.1593523.5923521.071[>523.607][>528.912]111255.26538.138.11501.2501.250[>5]1.0961.8880.0003492.1593487.0663521.0713519.183[>528.912][>532.117]121379.81038.138.11501.2501.250[>5]1.0962.7270.0003487.0663476.1183519.1833516.456[>532.117][>540.338]131489.01838.138.11501.2501.250[>5]1.0963.0420.0003476.1183470.5963516.4563513.414[>540.338][>542.818]1415208.99138.138.11501.2501.250[>5]1.0967.1410.0003470.5963463.9963513.4143506.273[>542.818][>542.277]1516131.52138.138.11501.2501.250[>5]1.0964.4940.0003463.9963462.0003506.2733501.779[>542.277][>539.779]

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Pgina &P

Iteraciones

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Pgina &P

NodosRESULTADOS EN NODOSNODODESCRIPCIONCOTA PIEZ.(m)COTA T.N.(m)PRESION(m)Q (lps)Q adic.(lps)Q total (lps)TRAMOSDeaQ (lps)13545.9203544.920[>501.000]0.000-1.250-1.250121.250S= 1.25023543.4053542.419[>500.986]0.0000.0000.000231.25021-1.250S= 0.00033540.4903536.002[>504.488]0.0000.0000.000341.25032-1.250S= 0.00043537.2863529.265[>508.020]0.0000.0000.000451.25043-1.250S= 0.00053535.7443523.823[>511.922]0.0000.0000.000561.25054-1.250S= 0.00063532.5173516.909[>515.608]0.0000.0000.000671.25065-1.250S= 0.00073530.1433512.145[>517.999]0.0000.0000.000781.25076-1.250S= 0.00083528.1413512.321[>515.820]0.0000.0000.000891.25087-1.250S= 0.00093526.3083508.821[>517.487]0.0000.0000.0009101.25098-1.250S= 0.000103523.5923499.985[>523.607]0.0000.0000.00010111.250109-1.250S= 0.000113521.0713492.159[>528.912]0.0000.0000.00011121.2501110-1.250S= 0.000123519.1833487.066[>532.117]0.0000.0000.00012131.2501211-1.250S= 0.000133516.4563476.118[>540.338]0.0000.0000.00013141.2501312-1.250S= 0.000143513.4143470.596[>542.818]0.0000.0000.00014151.2501413-1.250S= 0.000153506.2733463.996[>542.277]0.0000.0000.00015161.2501514-1.250S= 0.000163501.7793462.000[>539.779]0.0001.2501.2501615-1.250S= -1.250

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Pgina &P