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F). Cálculo de los díametros de tubería de conducción, canas TRAMO RESERV.-I 2974.42 2970.18 5.87 0.0036642 I-CRP7(1) 2970.18 2938.53 88.89 0.0026871 I-CRP7(3) 2970.18 2912.22 155.23 0.0009771 CRP7(1)-CRP7(2) 2938.53 2934.30 13.87 0.0020917 K1= 0.13276551 K2= 0.88485355 PUNTO RESERV. 2974.42 P1 2970.56 3.50 0.46 I 2970.18 2.37 2.56 LONG. TOTAL 5.87 K1= 0.07475555 K2= 0.49822968 PUNTO I 2970.18 P2 2961.97 25.87 1.93 CRP7(1) 2938.53 63.02 33.33 LONG. TOTAL 88.89 K1= 0.25843029 K2= 0.98471729 PUNTO I 2970.18 P3 2921.85 128.35 33.17 CRP7(3) 2912.22 26.88 59.64 COTA INICIAL (m.s.n.m) COTA FINAL (m.s.n.m) LONGITUD (m) CAUDAL Q (m3/s) COTA (m.s.n.m.) LONGITUD L1 (m) LONGITUD L2 (m) PERDIDA CARGA hw (m) COTA (m.s.n.m.) LONGITUD L1 (m) LONGITUD L2 (m) PERDIDA CARGA hw (m) COTA (m.s.n.m.) LONGITUD L1 (m) LONGITUD L2 (m) PERDIDA CARGA hw (m) Q=0.2785 C D^2.63 (h_W/L)^0.54 ∗∗ h _W =(Q/(0.2785 C D^2.63 ))^(1⁄0.54) L ∗∗ K =(Q/(0.2785 C D^2.63 ))^(1⁄0.54) ∗∗ h_W1=K_1 L_1 h_W2=K_2 L_2 h_W=h_W1+h_W2 L =L_1+L_2

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combinacion de tuberias

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Hoja1F).Clculo de los dametros de tubera de conduccin, canastilla y combinacin de tuberaTRAMOCOTA INICIAL (m.s.n.m)COTA FINAL (m.s.n.m)LONGITUD (m)CAUDAL Q (m3/s)COEFICIENTE (C)PERDIDA CARGA hw (m)DIAMETRO CALCULADO (m)DIAMETRO COMERCIALDc1 (m)DIAMETRO COMERCIALDc2 (m)CONSTANTE K1CONSTANTEK2LONGITUD L1 (m)LONGITUD L2 (m)ENERGIA (E)RESERV.-I2974.422970.185.870.00366421502.560.03400.04340.02940.132765510.884853553.502.372971.86I-CRP7(1)2970.182938.5388.890.002687115033.330.03120.04340.02940.074755550.4982296825.8763.022971.86I-CRP7(3)2970.182912.22155.230.000977115059.640.02110.02290.01740.258430290.98471729128.3526.882971.86CRP7(1)-CRP7(2)2938.532934.3013.870.00209171504.230.02960.04340.02940.047008520.313301690.4313.44K1=0.13276551K2=0.88485355PUNTOCOTA (m.s.n.m.)LONGITUD L1 (m)LONGITUD L2 (m)PERDIDA CARGA hw (m)ENERGIA (E)PRESION P (m.c.a)RESERV.2974.422974.420.00P12970.563.500.462973.963.40I2970.182.372.562971.861.68LONG. TOTAL5.87K1=0.07475555K2=0.49822968PUNTOCOTA (m.s.n.m.)LONGITUD L1 (m)LONGITUD L2 (m)PERDIDA CARGA hw (m)ENERGIA (E)PRESION P (m.c.a)I2970.182971.861.68P22961.9725.871.932969.937.96CRP7(1)2938.5363.0233.332938.530.00LONG. TOTAL88.8988.89K1=0.25843029K2=0.98471729PUNTOCOTA (m.s.n.m.)LONGITUD L1 (m)LONGITUD L2 (m)PERDIDA CARGA hw (m)ENERGIA (E)PRESION P (m.c.a)I2970.182971.861.68P32921.85128.3533.172938.6916.84CRP7(3)2912.2226.8859.642912.220.00LONG. TOTAL155.23K1=0.04700852K2=0.31330169PUNTOCOTA (m.s.n.m.)LONGITUD L1 (m)LONGITUD L2 (m)PERDIDA CARGA hw (m)ENERGIA (E)PRESION P (m.c.a)CRP7(1)2938.532938.530.00P42935.740.430.022938.512.77CRP7(2)2934.3013.444.232934.300.00LONG. TOTAL13.87

Q=0.2785CD^2.63(h_W/L)^0.54 h_W =(Q/(0.2785CD^2.63 ))^(10.54)LK =(Q/(0.2785CD^2.63 ))^(10.54)h_W1=K_1L_1h_W2=K_2L_2h_W=h_W1+h_W2L =L_1+L_2 L_1 =(h_W-K_2L)/(K_1-K_2 ) E_pto =E_(ant.)-h_(W pto) P_pto =E_pto-C_ptoD= (Q/(0.2785C(h_w/L)^0.54 ))^(12.63)

Hoja2K1=0.13276551K2=0.88485355PUNTOCOTA (m.s.n.m.)LONGITUD L1 (m)LONGITUD L2 (m)PERDIDA CARGA hw (m)ENERGIA (E)PRESION P (m.c.a)RESERV.2974.422974.420.00PIP12958.050.000.000.000.00CRP7(1)2938.530.000.000.000.00LONG. TOTAL0.00