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CALCULO DE PRESIONES CALCULO DE PRESIONES EN TUBERIA PVC LINEA DE CONDUCCION TRAMO CAPTACION 01 - RESERVORIO TRAMO LONGITUD COTA DE TERRENO Caudal Diámetro Clase Longitud Diámetro Velocidad Perdida de COTA PIEZO msnm Comercial de Tubería Real Interior 0.6<v<3.0 Carga msnm Inicial Final (l/s) (pulg) (C) (m) (mm) (m/s) (m) Inicial 1-2 12.43 2,754.67 2,753.33 0.55 2 10.00 12.50 54.20 0.24 0.02 2754.67 2-3 7.39 2,753.33 2,753.07 0.55 2 10.00 7.40 54.20 0.24 0.01 2754.65 3-4 13.22 2,753.07 2,752.59 0.55 2 10.00 13.20 54.20 0.24 0.02 2754.64 4-5 7.98 2,752.59 2,751.90 0.55 2 10.00 8.00 54.20 0.24 0.01 2754.63 5-6 10.16 2,751.90 2,751.90 0.55 2 10.00 10.20 54.20 0.24 0.01 2754.62 6-7 7.74 2,751.90 2,751.14 0.55 2 10.00 7.80 54.20 0.24 0.01 2754.60 7-8 3.48 2,751.14 2,751.37 0.55 2 10.00 3.50 54.20 0.24 0.00 2754.59 8-9 25.56 2,751.37 2,749.71 0.55 2 10.00 25.60 54.20 0.24 0.03 2754.59 9-10 7.38 2,749.71 2,749.00 0.55 2 10.00 7.40 54.20 0.24 0.01 2754.55 10-11 11.08 2,749.00 2,748.43 0.55 2 10.00 11.10 54.20 0.24 0.01 2754.54 11-12 11.49 2,748.43 2,746.65 0.55 2 10.00 11.60 54.20 0.24 0.02 2754.53 12-13 3.53 2,746.65 2,748.43 0.55 2 10.00 4.00 54.20 0.24 0.01 2754.51 13-14 16.72 2,748.43 2,745.90 0.55 2 10.00 16.90 54.20 0.24 0.02 2754.51 14-15 3.18 2,745.90 2,745.71 0.55 2 10.00 3.20 54.20 0.24 0.00 2754.49 15-16 3.37 2,745.71 2,745.55 0.55 2 10.00 3.40 54.20 0.24 0.00 2754.48 16-17 12.13 2,745.71 2,745.06 0.55 2 10.00 12.10 54.20 0.24 0.02 2754.48 17-18 9.28 2,745.06 2,744.90 0.55 2 10.00 9.30 54.20 0.24 0.01 2754.46 18-19 7.62 2,744.90 2,743.63 0.55 2 10.00 7.70 54.20 0.24 0.01 2754.45 19-20 10.11 2,743.63 2,744.00 0.55 2 10.00 10.10 54.20 0.24 0.01 2754.44 20-21 18.92 2,744.00 2,744.00 0.55 2 10.00 18.90 54.20 0.24 0.03 2754.42 21-22 29.25 2,744.00 2,744.00 0.55 2 10.00 29.30 54.20 0.24 0.04 2754.40 22-23 16.58 2,744.00 2,744.00 0.55 2 10.00 16.60 54.20 0.24 0.02 2754.36 23-24 8.41 2,744.00 2,738.02 0.55 2 10.00 10.30 54.20 0.24 0.01 2754.34 24-25 5.85 2,738.02 2,737.46 0.55 2 10.00 5.90 54.20 0.24 0.01 2754.33 25-26 5.51 2,737.46 2,737.84 0.55 2 10.00 5.50 54.20 0.24 0.01 2754.32 26-CRP 52.99 2,737.84 2,732.76 0.55 2 10.00 53.20 54.20 0.24 0.07 2754.31 CRP-28 20.68 2,732.76 2,729.01 0.55 2 10.00 21.00 54.20 0.24 0.03 2732.76 28-29 31.44 2,729.01 2,713.45 0.55 2 10.00 35.10 54.20 0.24 0.05 2732.73 29-30 39.85 2,713.45 2,699.46 0.55 2 10.00 42.20 54.20 0.24 0.06 2732.69 30-C. REUNION 24.38 2,699.46 2,687.48 0.55 2 10.00 27.20 54.20 0.24 0.04 2732.63 C.REUNION-32 13.08 2,687.48 2,686.61 1.10 2 10.00 13.10 54.20 0.48 0.06 2687.48 32-33 28.70 2,686.61 2,683.53 1.10 2 10.00 28.90 54.20 0.48 0.14 2687.42 33-34 11.14 2,683.53 2,679.32 1.10 2 10.00 11.90 54.20 0.48 0.06 2687.28 34-35 13.55 2,679.32 2,675.26 1.10 2 10.00 14.10 54.20 0.48 0.07 2687.22 35-36 10.56 2,675.26 2,672.73 1.10 2 10.00 10.90 54.20 0.48 0.05 2687.16 36-37 19.63 2,672.73 2,666.12 1.10 2 10.00 20.70 54.20 0.48 0.10 2687.10 37-38 8.29 2,666.12 2,663.23 1.10 2 10.00 8.80 54.20 0.48 0.04 2687.00

Calculo de Presiones

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LATERALESCALCULO DE PRESIONESCALCULO DE PRESIONES EN TUBERIA PVC LINEA DE CONDUCCION TRAMO CAPTACION 01 - RESERVORIO

TRAMOLONGITUDCOTA DE TERRENOCaudalDimetroClaseLongitudDimetroVelocidadVelocidadPerdida deCOTA PIEZOMETRICAPRESIONmsnmComercialde TuberaRealInterior0.6