REPORTE DE TUBERIA DE ADUCCION Y DISTRIBUCION TRES DE OCTUBRE

TUBERIA LONG.(m) N.INICIAL N.FINAL DIAMETRO (pulg) MATERIAL Hazen-Williams C CAUDAL (L/s) VELOCIDAD(m/s)

P-1 262.2 J-1(PILETA) J-2 1 PVC 150 -0.01291 0.03 0.052P-2 241.67 J-2 J-3 2 PVC 150 1.38127 0.68 10.127P-3 57.21 J-3 J-4 2 PVC 150 1.29091 0.64 8.935P-4 96.04 J-4 J-5 2 PVC 150 0.51757 0.26 1.643P-5 98.81 J-5 J-6 1.5 PVC 150 0.05164 0.05 0.093P-6 63.83 J-5 J-7 2 PVC 150 0.37557 0.19 0.909P-7 64.01 J-7 J-8 2 PVC 150 0.38292 0.19 0.941P-8 65.47 J-8 J-9 2 PVC 150 0.18184 0.09 0.237P-9 49.14 J-11 J-12 2 PVC 150 -0.0796 0.04 0.055P-10 63.12 J-12 J-13 2 PVC 150 -0.19253 0.09 0.26P-11 61.01 J-13 J-14 2 PVC 150 -0.43035 0.21 1.169P-12 65.03 J-14 J-4 2 PVC 150 -0.73461 0.36 3.145P-13 97.94 J-7 J-14 2 PVC 150 -0.12353 0.06 0.116P-14 100.02 J-8 J-13 2 PVC 150 -0.00546 0 0P-15 98.22 J-9 J-12 1.5 PVC 150 0.01616 0.01 0.009P-16 48.03 J-5 J-15 2 PVC 150 0.01291 0.01 0P-17 104.00 J-11 J-10 1.5 PVC 150 -0.02367 0.02 0.023P-18 39.56 J-9 J-10 2 PVC 150 0.0624 0.03 0.03P-19 118.89 T-1 J-2 2 PVC 150 1.42 0.7 10.657

PERDIDA DE CARGA (m/km)

NUDO ELEVACION TERRENO L.GH PRESION H2OJ-1(PILETA) 3,808.64 3,812.07 3.42

J-2 3,793.74 3,812.09 18.31J-3 3,792.84 3,809.64 16.76J-4 3,795.02 3,809.13 14.08J-5 3,792.53 3,808.97 16.41J-6 3,788.93 3,808.96 19.99J-7 3,791.85 3,808.91 17.03J-8 3,784.20 3,808.85 24.6J-9 3,779.16 3,808.84 29.62J-10 3,774.77 3,808.84 33.99J-11 3,779.12 3,808.83 29.65J-12 3,784.00 3,808.84 24.79J-13 3,789.24 3,808.85 19.58J-14 3,793.46 3,808.92 15.43J-15 3,797.93 3,808.97 11.02

REPORTE DE PRESIONES EL LINEA DE ADUCCIÓN Y RED DE DISTRIBUCIÓN DE TRES DE OCTUBRE