DOTACION DIARIADOTACION DIARIACAUDAL MEDIO DIARIO (Qm)Calculo del Volumen del TanqueTRAMOAREALPDTRAMOLPDSeg / DiaQm (LPS)Voltanque=40%x221,648.59LPD+3600segx4hx16LPS11080.392,800.0012,800.0086,400.000.0324h2735.962,400.0022,400.000.0278Voltanque=319,059.44LTS31000.102,800.0032,800.000.0324319.06m34800.082,500.0042,500.000.02895800.082,500.0052,500.000.02896600.062,300.0062,300.000.02667840.942,500.0072,500.000.02898775.102,400.0082,400.000.02789244.561,700.0091,700.000.01971016 DORMI13,600.001013,600.000.1574111994.35498.5911498.590.00581248 DORMI57,600.001257,600.000.666713840.952,500.00132,500.000.028914900.0045,000.001445,000.000.5208151151.882,800.00152,800.000.0324161000.0020,000.001620,000.000.231517840.993,350.00173,350.000.0388183800.0038,000.001838,000.000.439819682.172,300.00192,300.000.026620758.662,400.00202,400.000.027821815.102,500.00212,500.000.028922400.032,100.00222,100.000.024323600.062,300.00232,300.000.026624635.692,300.00242,300.000.026625858.882,500.00252,500.000.0289221,648.592.56540%43600seg/hPoblacin Urbanistico LPS10nodo con presin ms desfavorable)Poblacin Mixta LPS16Industrial LPS32

VOLUMEN DEL TANQUEVOLUMEN DEL TANQUEDotacion(lts/dia):319,059.44Volumen del estanque319.06m3V=AxHAsumo ALTURA H=10A(m2)=31.906D(m)=6.370,50m10,00m6,50m

DISEO HIDRAULICO D LA RED 250%HIPOTESIS 1: 250%GASTOS CONCENTRADOS EN LOS NODOS6.4130.26901.72211.72210.2863DISEO HIDRAULICOPRESIONDGQM=1.99112.0084TRAMOQMQmaxhorA-B0.02660.0665B-B10.02780.0695B1-B20.05300.133B-C0.0000.0000C-D0.0000.0000D-E0.0000.00000.687150.68715E-F0.54971.37431.73D-G1.37683.4420EFF-G0.0000.00001.0415G-G10.06130.1533G1-G20.05320.1330F-H0.00000.0000CAUDAL DE TRANSITOH-H10.18290.45736.413D3.00000GH1-H20.0000.0000H2-H30.11220.2805QM=1.4220.99160H2-H40.12150.3038+QM2.5656.413EF0.734750

DISEO HIDRAULICO D LA RED 180%HIPOTESIS 2:180%0.19371.2399121.2399120.2061DISEO HIDRAULICOPRESIONQM=4.6171.4341.446TRAMOQMQmaxhorA-B0.0270.0479B-B10.0280.0504B1-B20.0530.0954B-C0.0000.0000C-D0.0000.0000D-E0.0000.00000.4950.494748E-F0.54970.9895D-G1.37672.47811.24F-G0.0000.00000.7499G-G10.06130.1103G1-G20.05320.0958F-H0.00000.0000CAUDAL DE TRANSITOH-H10.18290.3292PRESION2.5H1-H20.0000.0000H2-H30.11220.2020QM=4.617H2-H40.12150.21870.68301.05402.565QM4.6170.18800

DIMENSION Y VEL DE TUBERIAS I1TRAMOLONG (m)Q (L/S) (Cm) (mm) (mm) Comercialr.QJSIGNOq1q2QID - G171.5630.73870845773.87110.000.06520.1956(+) -1.14061.86D - E35.201.42200.508583471450.86110.000.00710.0101(-) +1.14062.56E - F171.560.73480.365579842236.56110.000.01970.0145(+) -1.1406-0.41F-G35.200.99160.424698476142.47110.000.00520.0052(+) -1.1406-0.150.09720.20520.00000.0000Asumimos Velocidad0.70m/segclculo del diametro[(4 x Q)/(V x )]

INTERACCION 2TRAMOLONG (m)Q (L/S) (Cm) (mm) (mm) Comercialr.QJSIGNOq1q2QID - G171.561.860.581659620758.17110.000.04340.0808(+) -0.44351.42D - E35.202.56000.682389642468.24110.000.01170.0299(-) +0.44353.00E - F171.560.41000.273089103727.31110.000.01200.0049(+) -0.4435-0.03F-G35.200.150.165180232516.52110.000.00100.0002(+) -0.4435-0.290.06820.05590.00000.0000Asumimos Velocidad0.70m/segclculo del diametro[(4 x Q)/(V x )]

INTERACCION3TRAMOLONG (m)Q (L/S) (Cm) (mm) (mm) Comercialr.QJSIGNOq1q2QID - G171.561.420.508225691950.82110.000.03450.0490(+) -0.10021.32D - E35.203.00000.73870845773.87110.000.01340.0401(-) +0.10023.10E - F171.560.03000.07387084577.39110.000.00130.0000(+) -0.1002-0.07F-G35.200.290.229673792922.97110.000.00180.0005(+) -0.10020.190.05100.00950.00000.0000Asumimos Velocidad0.70m/segclculo del diametro[(4 x Q)/(V x )]

CAUDAL DEF.HIPOTESIS 1: 250%GASTOS CONCENTRADOS EN LOS NODOS6.4130.26901.72211.72210.2863DISEO HIDRAULICOPRESIONDGQM=1.99112.0084TRAMOQMQmaxhorA-B0.02660.0665B-B10.02780.0695B1-B20.05300.133B-C0.0000.0000C-D0.0000.0000D-E0.0000.00000.687150.68715E-F0.54971.37431.73D-G1.37683.4420EFF-G0.0000.00001.0415G-G10.06130.1533G1-G20.05320.1330F-H0.00000.0000CAUDAL DE TRANSITOH-H10.18290.45736.413D1.42000GH1-H20.0000.0000H2-H30.11220.2805QM=3.000-0.58840H2-H40.12150.3038+QM2.5656.413EF0.734750

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