Tabla de ClculoTABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMSPROYECTO: CERCADO CACHIPROYECTISTA: ING XXXNo. de tramos: 12No. de nodos: 13DESCRIPCIONTRAMOLONGITUDDIAMETRODIAMETROCOEF.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)TUBERIAADICIONALINICIALFINALINICIALFINALINICIALFINAL1289.19450.850.81500.9000.900[>5]0.4440.4090.0003679.6493656.5733680.6493680.241[>501.000][>523.668]23122.67550.850.81500.8570.857[>5]0.4230.5130.0003656.5733637.0313680.2413679.727[>523.668][>542.696]NECESITA CRP34181.19850.850.81500.7980.798[>5]0.3940.6650.0003637.0313616.8423679.7273679.063[>542.696][>562.221]45124.63150.850.81500.7110.711[>5]0.3510.3690.0003616.8423601.2503679.0633678.693[>562.221][>577.443]56183.70450.850.81500.6510.651[>5]0.3210.4630.0003601.2503607.8373678.6933678.231[>577.443][>570.394]TRAMO EN SUBIDA67169.49850.850.81500.5630.563[>5]0.2780.3260.0003607.8373600.3123678.2313677.905[>570.394][>577.593]78205.31250.850.81500.4820.482[>5]0.2380.2960.0003600.3123576.6413677.9053677.609[>577.593][>5100.968]89193.85350.850.81500.3830.383[>5]0.1890.1830.0003576.6413504.5213677.6093677.426[>5100.968][>5172.905]910176.02650.850.81500.2900.290[>5]0.1430.0990.0003504.5213419.7083677.4263677.327[>5172.905][>5257.619]1011173.26850.850.81500.2060.206[>5]0.1020.0520.0003419.7083361.0673677.3273677.275[>5257.619][>5316.208]1112191.30550.850.81500.1230.123[>5]0.0610.0220.0003361.0673279.3083677.2753677.254[>5316.208][>5397.945]121364.13750.850.81500.0310.031[>5]0.0150.0010.0003279.3083265.6543677.2543677.253[>5397.945][>5411.599]23.076285

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