Mc Linea de Impulsion y Sist. Abastecimiento
13
bceom / oist © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Project Engineer: bceom / oist WaterCAD v3.1 [071] Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis Planilla de Calculo de Tuberías en la Línea de Impulsion de Agua Potable Tramo Nudo arriba Nudo abajo Material P-1 128 129 3.50 99.40 PVC 0.0015 6.42 0.83 2590.51 2590.48 0.02 6.55 P-2 129 130 6.50 99.40 PVC 0.0015 6.42 0.83 2590.48 2590.44 0.04 6.55 P-3 130 131 10.00 99.40 PVC 0.0015 6.42 0.83 2590.44 2590.38 0.07 6.58 P-4 131 132 10.00 99.40 PVC 0.0015 6.42 0.83 2590.38 2590.31 0.07 6.55 P-5 132 133 10.00 99.40 PVC 0.0015 6.42 0.83 2590.31 2590.24 0.07 6.58 P-6 133 134 10.00 99.40 PVC 0.0015 6.42 0.83 2590.24 2590.18 0.07 6.55 P-7 134 135 10.00 99.40 PVC 0.0015 6.42 0.83 2590.18 2590.11 0.07 6.58 P-8 135 136 10.00 99.40 PVC 0.0015 6.42 0.83 2590.11 2590.05 0.07 6.55 P-9 136 137 10.00 99.40 PVC 0.0015 6.42 0.83 2590.05 2589.98 0.07 6.58 P-10 137 138 10.00 99.40 PVC 0.0015 6.42 0.83 2589.98 2589.92 0.07 6.58 P-11 138 139 0.50 99.40 PVC 0.0015 6.42 0.83 2589.92 2589.91 0.00 6.55 P-12 139 140 9.50 99.40 PVC 0.0015 6.42 0.83 2589.91 2589.85 0.06 6.55 P-13 140 141 10.00 99.40 PVC 0.0015 6.42 0.83 2589.85 2589.78 0.07 6.58 P-14 141 142 10.00 99.40 PVC 0.0015 6.42 0.83 2589.78 2589.72 0.07 6.55 P-15 142 143 10.00 99.40 PVC 0.0015 6.42 0.83 2589.72 2589.65 0.07 6.58 P-16 143 144 10.00 99.40 PVC 0.0015 6.42 0.83 2589.65 2589.59 0.07 6.55 P-17 144 145 10.00 99.40 PVC 0.0015 6.42 0.83 2589.59 2589.52 0.07 6.58 P-18 145 146 10.00 99.40 PVC 0.0015 6.42 0.83 2589.52 2589.46 0.07 6.55 P-19 146 147 10.00 99.40 PVC 0.0015 6.42 0.83 2589.46 2589.39 0.07 6.58 P-20 147 148 10.00 99.40 PVC 0.0015 6.42 0.83 2589.39 2589.33 0.07 6.55 P-21 148 149 10.00 99.40 PVC 0.0015 6.42 0.83 2589.33 2589.26 0.07 6.58 P-22 149 150 10.00 99.40 PVC 0.0015 6.42 0.83 2589.26 2589.19 0.07 6.55 P-23 150 151 10.00 99.40 PVC 0.0015 6.42 0.83 2589.19 2589.13 0.07 6.58 P-24 151 152 10.00 99.40 PVC 0.0015 6.42 0.83 2589.13 2589.06 0.07 6.55 P-25 152 153 10.00 99.40 PVC 0.0015 6.42 0.83 2589.06 2589.00 0.07 6.58 P-26 153 154 10.00 99.40 PVC 0.0015 6.42 0.83 2589.00 2588.93 0.07 6.58 P-27 154 156 10.00 99.40 PVC 0.1219 6.42 0.83 2588.93 2588.85 0.08 8.25 P-29 156 157 10.00 99.40 PVC 0.0015 6.42 0.83 2588.85 2588.78 0.07 6.55 P-30 157 158 9.50 99.40 PVC 0.0015 6.42 0.83 2588.78 2588.72 0.06 6.58 P-31 158 159 0.50 99.40 PVC 0.0015 6.42 0.83 2588.72 2588.72 0.00 6.55 P-32 159 160 10.00 99.40 PVC 0.0015 6.42 0.83 2588.72 2588.65 0.07 6.55 Longitud (m) Diametro (mm) Rugosidad (mm) Caudal (l/s) Velocidad (m/s) Cota Piezométrica arriba (m) Cota Piezométria abajo (m) Perdida de carga (m) Gradiente hidraulico (m/km)
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Transcript of Mc Linea de Impulsion y Sist. Abastecimiento
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en la Línea de Impulsion de Agua Potable
Tramo Nudo arriba Nudo abajo Material
P-1 128 129 3.50 99.40 PVC 0.0015 6.42 0.83 2590.51 2590.48 0.02 6.55P-2 129 130 6.50 99.40 PVC 0.0015 6.42 0.83 2590.48 2590.44 0.04 6.55P-3 130 131 10.00 99.40 PVC 0.0015 6.42 0.83 2590.44 2590.38 0.07 6.58P-4 131 132 10.00 99.40 PVC 0.0015 6.42 0.83 2590.38 2590.31 0.07 6.55P-5 132 133 10.00 99.40 PVC 0.0015 6.42 0.83 2590.31 2590.24 0.07 6.58P-6 133 134 10.00 99.40 PVC 0.0015 6.42 0.83 2590.24 2590.18 0.07 6.55P-7 134 135 10.00 99.40 PVC 0.0015 6.42 0.83 2590.18 2590.11 0.07 6.58P-8 135 136 10.00 99.40 PVC 0.0015 6.42 0.83 2590.11 2590.05 0.07 6.55P-9 136 137 10.00 99.40 PVC 0.0015 6.42 0.83 2590.05 2589.98 0.07 6.58P-10 137 138 10.00 99.40 PVC 0.0015 6.42 0.83 2589.98 2589.92 0.07 6.58P-11 138 139 0.50 99.40 PVC 0.0015 6.42 0.83 2589.92 2589.91 0.00 6.55P-12 139 140 9.50 99.40 PVC 0.0015 6.42 0.83 2589.91 2589.85 0.06 6.55P-13 140 141 10.00 99.40 PVC 0.0015 6.42 0.83 2589.85 2589.78 0.07 6.58P-14 141 142 10.00 99.40 PVC 0.0015 6.42 0.83 2589.78 2589.72 0.07 6.55P-15 142 143 10.00 99.40 PVC 0.0015 6.42 0.83 2589.72 2589.65 0.07 6.58P-16 143 144 10.00 99.40 PVC 0.0015 6.42 0.83 2589.65 2589.59 0.07 6.55P-17 144 145 10.00 99.40 PVC 0.0015 6.42 0.83 2589.59 2589.52 0.07 6.58P-18 145 146 10.00 99.40 PVC 0.0015 6.42 0.83 2589.52 2589.46 0.07 6.55P-19 146 147 10.00 99.40 PVC 0.0015 6.42 0.83 2589.46 2589.39 0.07 6.58P-20 147 148 10.00 99.40 PVC 0.0015 6.42 0.83 2589.39 2589.33 0.07 6.55P-21 148 149 10.00 99.40 PVC 0.0015 6.42 0.83 2589.33 2589.26 0.07 6.58P-22 149 150 10.00 99.40 PVC 0.0015 6.42 0.83 2589.26 2589.19 0.07 6.55P-23 150 151 10.00 99.40 PVC 0.0015 6.42 0.83 2589.19 2589.13 0.07 6.58P-24 151 152 10.00 99.40 PVC 0.0015 6.42 0.83 2589.13 2589.06 0.07 6.55P-25 152 153 10.00 99.40 PVC 0.0015 6.42 0.83 2589.06 2589.00 0.07 6.58P-26 153 154 10.00 99.40 PVC 0.0015 6.42 0.83 2589.00 2588.93 0.07 6.58P-27 154 156 10.00 99.40 PVC 0.1219 6.42 0.83 2588.93 2588.85 0.08 8.25P-29 156 157 10.00 99.40 PVC 0.0015 6.42 0.83 2588.85 2588.78 0.07 6.55P-30 157 158 9.50 99.40 PVC 0.0015 6.42 0.83 2588.78 2588.72 0.06 6.58P-31 158 159 0.50 99.40 PVC 0.0015 6.42 0.83 2588.72 2588.72 0.00 6.55P-32 159 160 10.00 99.40 PVC 0.0015 6.42 0.83 2588.72 2588.65 0.07 6.55P-33 160 161 10.00 99.40 PVC 0.0015 6.42 0.83 2588.65 2588.59 0.07 6.58
Longitud (m)
Diametro (mm)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en la Línea de Impulsion de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (mm)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-34 161 162 10.00 99.40 PVC 0.0015 6.42 0.83 2588.59 2588.52 0.07 6.55P-35 162 163 10.00 99.40 PVC 0.0015 6.42 0.83 2588.52 2588.46 0.07 6.58P-36 163 164 10.00 99.40 PVC 0.0015 6.42 0.83 2588.46 2588.39 0.07 6.55P-37 164 165 10.00 99.40 PVC 0.0015 6.42 0.83 2588.39 2588.32 0.07 6.58P-38 165 166 4.00 99.40 PVC 0.0015 6.42 0.83 2588.32 2588.30 0.03 6.55P-39 166 167 6.00 99.40 PVC 0.0015 6.42 0.83 2588.30 2588.26 0.04 6.55P-40 167 168 10.00 99.40 PVC 0.0015 6.42 0.83 2588.26 2588.19 0.07 6.58P-41 168 169 10.00 99.40 PVC 0.0015 6.42 0.83 2588.19 2588.13 0.07 6.58P-42 169 170 10.00 99.40 PVC 0.0015 6.42 0.83 2588.13 2588.06 0.07 6.55P-43 170 171 10.00 99.40 PVC 0.0015 6.42 0.83 2588.06 2588.00 0.07 6.58P-44 171 172 10.00 99.40 PVC 0.0015 6.42 0.83 2588.00 2587.93 0.07 6.55P-45 172 173 1.00 99.40 PVC 0.0015 6.42 0.83 2587.93 2587.92 0.01 6.55P-46 173 174 9.00 99.40 PVC 0.0015 6.42 0.83 2587.92 2587.86 0.06 6.58P-47 174 175 10.00 99.40 PVC 0.0015 6.42 0.83 2587.86 2587.80 0.07 6.55P-48 175 176 10.00 99.40 PVC 0.0015 6.42 0.83 2587.80 2587.73 0.07 6.58P-49 176 177 10.00 99.40 PVC 0.0015 6.42 0.83 2587.73 2587.67 0.07 6.55P-50 177 178 10.00 99.40 PVC 0.0015 6.42 0.83 2587.67 2587.60 0.07 6.58P-51 178 179 10.00 99.40 PVC 0.0015 6.42 0.83 2587.60 2587.54 0.07 6.55P-52 179 180 10.00 99.40 PVC 0.0015 6.42 0.83 2587.54 2587.47 0.07 6.58P-53 180 181 10.00 99.40 PVC 0.0015 6.42 0.83 2587.47 2587.40 0.07 6.55P-54 181 182 10.00 99.40 PVC 0.0015 6.42 0.83 2587.40 2587.34 0.07 6.58P-55 182 183 10.00 99.40 PVC 0.0015 6.42 0.83 2587.34 2587.27 0.07 6.58P-56 183 184 5.00 99.40 PVC 0.0015 6.42 0.83 2587.27 2587.24 0.03 6.55P-57 184 185 15.00 99.40 PVC 0.0015 6.42 0.83 2587.24 2587.14 0.10 6.57P-58 185 186 10.00 99.40 PVC 0.0015 6.42 0.83 2587.14 2587.08 0.07 6.55P-59 186 187 10.00 99.40 PVC 0.0015 6.42 0.83 2587.08 2587.01 0.07 6.58P-60 187 188 10.00 99.40 PVC 0.0015 6.42 0.83 2587.01 2586.95 0.07 6.55P-61 188 189 10.00 99.40 PVC 0.0015 6.42 0.83 2586.95 2586.88 0.07 6.58P-62 189 190 10.00 99.40 PVC 0.0015 6.42 0.83 2586.88 2586.81 0.07 6.55P-63 190 191 10.00 99.40 PVC 0.0015 6.42 0.83 2586.81 2586.75 0.07 6.58P-64 191 192 10.00 99.40 PVC 0.0015 6.42 0.83 2586.75 2586.68 0.07 6.55P-65 192 193 10.00 99.40 PVC 0.0015 6.42 0.83 2586.68 2586.62 0.07 6.58
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en la Línea de Impulsion de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (mm)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-66 193 194 10.00 99.40 PVC 0.0015 6.42 0.83 2586.62 2586.55 0.07 6.55P-67 194 195 10.00 99.40 PVC 0.0015 6.42 0.83 2586.55 2586.49 0.07 6.58P-68 195 196 10.00 99.40 PVC 0.0015 6.42 0.83 2586.49 2586.42 0.07 6.55P-69 196 197 10.00 99.40 PVC 0.0015 6.42 0.83 2586.42 2586.35 0.07 6.58P-70 197 198 10.00 99.40 PVC 0.0015 6.42 0.83 2586.35 2586.29 0.07 6.58P-71 198 199 10.00 99.40 PVC 0.0015 6.42 0.83 2586.29 2586.22 0.07 6.55P-72 199 200 6.50 99.40 PVC 0.0015 6.42 0.83 2586.22 2586.18 0.04 6.55P-73 200 201 0.50 99.40 PVC 0.0015 6.42 0.83 2586.18 2586.18 0.00 6.55P-74 201 202 0.50 99.40 PVC 0.0015 6.42 0.83 2586.18 2586.17 0.00 7.14P-76 128 BOMBA-Out 1.00 99.40 PVC 0.0015 -6.42 0.83 2590.51 2590.51 0.01 6.55P-77 BOMBA-In POZO 1.00 99.40 PVC 0.0015 -6.42 0.83 2410.40 2410.41 0.01 6.55
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Steady State Analysis
Nudo
128 2469.41 0.00 2590.51 120.80129 2469.6 0.00 2590.48 120.58130 2469.71 0.00 2590.44 120.43131 2469.7 0.00 2590.38 120.37132 2469.91 0.00 2590.31 120.10133 2470.22 0.00 2590.24 119.72134 2470.57 0.00 2590.18 119.31135 2471.04 0.00 2590.11 118.78136 2471.51 0.00 2590.05 118.24137 2471.98 0.00 2589.98 117.71138 2472.45 0.00 2589.92 117.17139 2472.47 0.00 2589.91 117.14140 2472.39 0.00 2589.85 117.17141 2472.3 0.00 2589.78 117.19142 2472.41 0.00 2589.72 117.01143 2472.69 0.00 2589.65 116.67144 2473.04 0.00 2589.59 116.26145 2473.24 0.00 2589.52 115.99146 2473.56 0.00 2589.46 115.61147 2473.89 0.00 2589.39 115.21148 2474.17 0.00 2589.33 114.86149 2474.34 0.00 2589.26 114.63150 2474.52 0.00 2589.19 114.39151 2474.71 0.00 2589.13 114.13152 2474.84 0.00 2589.06 113.93153 2474.75 0.00 2589.00 113.96154 2474.65 0.00 2588.93 113.99156 2474.55 0.00 2588.85 114.01157 2475.21 0.00 2588.78 113.29158 2476.03 0.00 2588.72 112.41159 2476.06 0.00 2588.72 112.37160 2476.88 0.00 2588.65 111.49161 2477.71 0.00 2588.59 110.60162 2478.53 0.00 2588.52 109.71163 2479.32 0.00 2588.46 108.86164 2480.57 0.00 2588.39 107.55165 2481.76 0.00 2588.32 106.30166 2482.12 0.00 2588.30 105.91167 2482.81 0.00 2588.26 105.19168 2483.92 0.00 2588.19 104.01169 2485.65 0.00 2588.13 102.22170 2487.78 0.00 2588.06 100.03171 2491.2 0.00 2588.00 96.55172 2495.62 0.00 2587.93 92.08173 2496.02 0.00 2587.92 91.67174 2500.31 0.00 2587.86 87.34175 2504.32 0.00 2587.80 83.27176 2508.65 0.00 2587.73 78.88
Scenario: Simulación para Presiones Maximas de Servicio
Cuadro de Nudos en la Línea de Conducción de Agua Potable
Altitud (m)
Demanda (l/s)
Cota Piezometrica
(m)
Presión (m H2O)
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Steady State Analysis
Nudo
Scenario: Simulación para Presiones Maximas de Servicio
Cuadro de Nudos en la Línea de Conducción de Agua Potable
Altitud (m)
Demanda (l/s)
Cota Piezometrica
(m)
Presión (m H2O)
177 2512.04 0.00 2587.67 75.44178 2515.41 0.00 2587.60 72.01179 2518.86 0.00 2587.54 68.50180 2521.62 0.00 2587.47 65.68181 2524.27 0.00 2587.40 62.97182 2526.24 0.00 2587.34 60.94183 2528.17 0.00 2587.27 58.95184 2529.39 0.00 2587.24 57.70185 2532.39 0.00 2587.14 54.61186 2534.26 0.00 2587.08 52.68187 2536.14 0.00 2587.01 50.74188 2538.44 0.00 2586.95 48.38189 2540.99 0.00 2586.88 45.77190 2543.49 0.00 2586.81 43.21191 2546.44 0.00 2586.75 40.21192 2549.71 0.00 2586.68 36.88193 2553.52 0.00 2586.62 33.01194 2557.43 0.00 2586.55 29.04195 2561.61 0.00 2586.49 24.81196 2565.96 0.00 2586.42 20.41197 2569.41 0.00 2586.35 16.91198 2570.33 0.00 2586.29 15.92199 2571.34 0.00 2586.22 14.85200 2571.91 0.00 2586.18 14.24201 2571.98 0.00 2586.18 14.17202 2571.97 6.42 2586.17 14.17
BOMBA-In 2410.45 0.00 2410.40 -0.05BOMBA-Out 2410.45 0.00 2590.51 179.61POZO 2410.41 0.00 2410.41 0.00
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en el Sistema de Abastecimiento de Agua Potable
Tramo Nudo arriba Nudo abajo Material
P-1 RESERVORIO 1 100.50 4.00 PVC 0.0015 6.42 0.79 2570.00 2568.60 1.40 13.93P-2 1 2 14.50 2.00 PVC 0.0015 1.39 0.69 2568.60 2568.20 0.40 27.59P-4 3 5 8.50 0.75 PVC 0.0015 0.23 0.8 2529.59 2528.26 1.33 156.78P-5 5 7 58.00 0.75 PVC 0.0015 0.19 0.68 2528.26 2521.71 6.55 112.87P-6 7 11 28.50 0.75 PVC 0.0015 0.15 0.52 2521.71 2519.82 1.90 66.51P-7 11 12 39.50 0.75 PVC 0.0015 0.11 0.39 2519.82 2518.29 1.52 38.6P-8 12 16 58.50 0.75 PVC 0.0015 0.06 0.21 2518.29 2517.61 0.68 11.64P-9 16 17 26.00 0.75 PVC 0.0015 0.02 0.06 2517.61 2517.60 0.01 0.52P-10 17 13 57.50 0.75 PVC 0.0015 -0.12 0.41 2517.60 2520.04 2.44 42.48P-12 13 9 64.00 0.75 PVC 0.0015 -0.18 0.64 2520.04 2526.42 6.38 99.74P-15 9 4 62.00 0.75 PVC 0.0015 -0.19 0.67 2526.42 2533.34 6.92 111.57P-16 4 3 21.00 0.75 PVC 0.0015 0.24 0.85 2533.34 2529.59 3.75 178.57P-17 4 6 44.00 0.75 PVC 0.0015 -0.5 1.76 2533.34 2566.40 33.06 751.35P-18 6 10 62.00 0.75 PVC 0.0015 0.46 1.61 2566.40 2527.28 39.12 631.05P-19 10 9 44.00 0.75 PVC 0.0015 0.08 0.28 2527.28 2526.42 0.85 19.35P-20 10 15 52.00 0.75 PVC 0.0015 0.19 0.66 2527.28 2521.73 5.55 106.67P-21 15 14 12.00 0.75 PVC 0.0015 0.18 0.63 2521.73 2520.54 1.19 98.82P-23 14 18 55.50 0.75 PVC 0.0015 0.15 0.51 2520.54 2516.98 3.57 64.23P-24 18 17 44.00 0.75 PVC 0.0015 -0.07 0.23 2516.98 2517.60 0.62 14.09P-25 15 29 50.00 0.75 PVC 0.0015 -0.05 0.19 2521.73 2522.18 0.45 8.92P-26 29 28 50.00 0.75 PVC 0.0015 0.03 0.09 2522.18 2522.13 0.04 0.83P-28 20 19 53.50 0.75 PVC 0.0015 -0.08 0.28 2513.22 2514.29 1.07 20.06P-29 19 18 49.00 0.75 PVC 0.0015 -0.13 0.47 2514.29 2516.98 2.69 54.88P-30 10 30 50.00 0.75 PVC 0.0015 0.08 0.3 2527.28 2526.16 1.11 22.23P-31 30 31 50.00 0.75 PVC 0.0015 0.21 0.74 2526.16 2519.41 6.75 135.06P-33 30 29 52.00 0.75 PVC 0.0015 0.16 0.56 2526.16 2522.18 3.99 76.72P-34 6 44 50.00 0.75 PVC 0.0015 0.27 0.94 2566.40 2555.53 10.87 217.46P-35 44 30 62.00 0.75 PVC 0.0015 0.4 1.4 2555.53 2526.16 29.36 473.61P-36 44 43 46.00 0.75 PVC 0.0015 0.24 0.83 2555.53 2547.68 7.85 170.56P-38 42 31 62.00 0.75 PVC 0.0015 0.02 0.09 2519.46 2519.41 0.05 0.79P-39 2 6 69.50 2.00 PVC 0.0015 1.35 0.67 2568.20 2566.40 1.80 25.89P-40 1 45 50.00 4.00 PVC 0.0015 4.99 0.62 2568.60 2568.18 0.42 8.47
Longitud (m)
Diametro (Pulg)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en el Sistema de Abastecimiento de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (Pulg)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-41 45 44 84.00 1.00 PVC 0.0015 0.49 0.98 2568.18 2555.53 12.65 150.58P-42 45 46 18.00 4.00 PVC 0.0015 4.42 0.54 2568.18 2568.06 0.12 6.65P-43 46 65 129.50 4.00 PVC 0.0015 4.34 0.54 2568.06 2567.23 0.83 6.42P-44 65 66 44.00 4.00 PVC 0.0015 4.25 0.52 2567.23 2566.96 0.27 6.16P-45 66 67 10.50 4.00 PVC 0.0015 4.22 0.52 2566.96 2566.89 0.06 6.07P-46 67 56 111.50 2.00 PVC 0.0015 3.6 1.78 2566.89 2546.65 20.24 181.5P-47 56 47 45.00 2.00 PVC 0.0015 3.2 1.58 2546.65 2540.20 6.46 143.54P-48 47 43 87.50 0.75 PVC 0.0015 -0.17 0.59 2540.20 2547.68 7.49 85.57P-49 67 68 29.00 0.75 PVC 0.0015 0.54 1.9 2566.89 2541.50 25.39 875.44P-50 68 57 111.50 0.75 PVC 0.0015 0.09 0.32 2541.50 2538.68 2.82 25.31P-51 57 56 29.00 0.75 PVC 0.0015 -0.3 1.06 2538.68 2546.65 7.97 274.93P-52 68 69 23.00 0.75 PVC 0.0015 0.37 1.28 2541.50 2532.28 9.22 400.96P-53 69 58 111.50 0.75 PVC 0.0015 0.03 0.1 2532.28 2532.17 0.11 0.97P-54 58 57 23.00 0.75 PVC 0.0015 -0.31 1.08 2532.17 2538.68 6.51 282.98P-55 69 70 27.00 0.75 PVC 0.0015 0.25 0.88 2532.28 2527.13 5.15 190.8P-56 70 59 111.50 0.75 PVC 0.0015 0.03 0.11 2527.13 2527.02 0.11 1.03P-57 59 58 27.00 0.75 PVC 0.0015 -0.25 0.88 2527.02 2532.17 5.16 191.03P-58 70 71 23.00 0.75 PVC 0.0015 0.14 0.48 2527.13 2525.82 1.31 56.92P-59 71 60 111.50 0.75 PVC 0.0015 0.07 0.23 2525.82 2524.30 1.52 13.67P-60 60 59 23.00 0.75 PVC 0.0015 -0.2 0.69 2524.30 2527.02 2.72 118.21P-61 47 48 21.50 2.00 PVC 0.0015 3.29 1.62 2540.20 2536.94 3.26 151.42P-62 48 49 85.50 2.00 PVC 0.0015 3.23 1.59 2536.94 2524.43 12.51 146.31P-63 49 60 16.00 2.00 PVC 0.0015 0.76 0.38 2524.43 2524.30 0.13 8.37P-64 49 50 34.50 2.00 PVC 0.0015 2.4 1.18 2524.43 2521.64 2.79 80.83P-65 50 41 43.00 2.00 PVC 0.0015 0.78 0.38 2521.64 2521.26 0.38 8.76P-66 41 42 67.50 0.75 PVC 0.0015 0.09 0.33 2521.26 2519.46 1.80 26.73P-67 41 34 71.50 0.75 PVC 0.0015 0.14 0.51 2521.26 2516.72 4.55 63.59P-68 34 33 8.50 0.75 PVC 0.0015 0.02 0.09 2516.72 2516.71 0.01 0.77P-69 33 32 29.50 0.75 PVC 0.0015 -0.16 0.55 2516.71 2518.90 2.19 74.28P-70 32 31 5.50 0.75 PVC 0.0015 -0.17 0.61 2518.90 2519.41 0.51 92.49P-71 33 27 13.00 0.75 PVC 0.0015 0.15 0.54 2516.71 2515.77 0.94 72.28P-72 27 21 74.50 0.75 PVC 0.0015 0.11 0.38 2515.77 2513.09 2.69 36.05
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en el Sistema de Abastecimiento de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (Pulg)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-73 21 20 28.50 0.75 PVC 0.0015 -0.04 0.13 2513.09 2513.22 0.13 4.54P-76 25 26 25.00 0.75 PVC 0.0015 -0.11 0.39 2513.86 2514.80 0.94 37.42P-77 26 35 27.50 0.75 PVC 0.0015 -0.14 0.48 2514.80 2516.39 1.59 57.99P-81 24 25 63.00 0.75 PVC 0.0015 -0.06 0.22 2513.05 2513.86 0.82 12.96P-82 35 36 56.50 0.75 PVC 0.0015 -0.13 0.46 2516.39 2519.31 2.92 51.65P-83 36 37 42.00 0.75 PVC 0.0015 -0.07 0.26 2519.31 2520.04 0.73 17.35P-84 37 38 2.50 0.75 PVC 0.0015 -0.1 0.34 2520.04 2520.11 0.07 29.53P-86 39 24 57.50 0.75 PVC 0.0015 0.07 0.26 2514.02 2513.05 0.98 16.96P-87 41 40 52.00 2.00 PVC 0.0015 0.42 0.21 2521.26 2521.13 0.14 2.61P-88 40 36 37.00 0.75 PVC 0.0015 0.13 0.44 2521.13 2519.31 1.82 49.15P-89 40 38 26.00 0.75 PVC 0.0015 0.11 0.4 2521.13 2520.11 1.02 39.08P-90 50 51 52.00 2.00 PVC 0.0015 1.55 0.76 2521.64 2519.87 1.77 34.01P-91 51 40 43.50 0.75 PVC 0.0015 -0.1 0.34 2519.87 2521.13 1.26 28.87P-92 60 61 44.50 2.00 PVC 0.0015 0.92 0.46 2524.30 2523.75 0.54 12.22P-93 61 62 2.50 0.75 PVC 0.0015 0.9 3.15 2523.75 2517.77 5.98 2392.32P-95 63 51 54.00 0.75 PVC 0.0015 -0.11 0.4 2517.73 2519.87 2.14 39.72P-98 73 74 34.00 2.00 PVC 0.0015 -0.62 0.31 2516.75 2516.94 0.19 5.62P-99 74 75 44.00 2.00 PVC 0.0015 -0.74 0.37 2516.94 2517.29 0.35 7.95P-100 75 62 44.00 2.00 PVC 0.0015 -0.87 0.43 2517.29 2517.77 0.48 10.97P-101 63 64 50.00 0.75 PVC 0.0015 0.06 0.21 2517.73 2517.17 0.55 11.08P-102 64 53 47.00 0.75 PVC 0.0015 -0.07 0.25 2517.17 2517.95 0.77 16.4P-103 53 51 67.50 2.00 PVC 0.0015 -1.42 0.7 2517.95 2519.87 1.93 28.56P-104 53 52 35.50 2.00 PVC 0.0015 1.27 0.63 2517.95 2517.13 0.81 22.87P-105 52 39 57.00 0.75 PVC 0.0015 0.13 0.47 2517.13 2514.02 3.11 54.62P-107 82 83 64.00 0.75 PVC 0.0015 -0.09 0.31 2514.46 2516.06 1.60 24.98P-108 83 55 18.50 2.00 PVC 0.0015 -1.02 0.5 2516.06 2516.33 0.28 14.96P-109 55 54 47.00 2.00 PVC 0.0015 -1.06 0.52 2516.33 2517.08 0.75 15.98P-110 54 52 3.00 2.00 PVC 0.0015 -1.08 0.53 2517.08 2517.13 0.05 16.77P-111 75 80 56.00 0.75 PVC 0.0015 0.06 0.2 2517.29 2516.72 0.57 10.2P-112 80 64 43.00 0.75 PVC 0.0015 -0.06 0.2 2516.72 2517.17 0.46 10.62P-113 74 79 56.00 0.75 PVC 0.0015 0.05 0.17 2516.94 2516.50 0.44 7.93P-114 79 80 44.00 0.75 PVC 0.0015 -0.04 0.14 2516.50 2516.72 0.22 5.05
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en el Sistema de Abastecimiento de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (Pulg)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-115 73 76 42.50 2.00 PVC 0.0015 0.58 0.29 2516.75 2516.54 0.21 4.94P-116 76 77 14.00 2.00 PVC 0.0015 0.55 0.27 2516.54 2516.48 0.06 4.46P-117 77 79 31.00 0.75 PVC 0.0015 -0.02 0.07 2516.48 2516.50 0.02 0.63P-118 77 78 51.00 2.00 PVC 0.0015 0.52 0.26 2516.48 2516.27 0.20 3.99P-119 78 81 12.50 1.00 PVC 0.0015 0.49 0.96 2516.27 2514.44 1.84 146.95P-120 81 82 93.00 0.75 PVC 0.0015 -0.01 0.03 2514.44 2514.46 0.02 0.22P-121 81 84 16.00 0.75 PVC 0.0015 0.43 1.51 2514.44 2505.54 8.89 555.87P-122 84 85 68.50 0.75 PVC 0.0015 0.1 0.36 2505.54 2503.26 2.28 33.29P-123 85 86 88.00 0.75 PVC 0.0015 -0.22 0.76 2503.26 2515.88 12.61 143.35P-124 86 83 16.00 2.00 PVC 0.0015 -0.88 0.44 2515.88 2516.06 0.18 11.18P-125 86 93 44.00 1.00 PVC 0.0015 0.59 1.16 2515.88 2506.59 9.29 211.12P-126 93 94 48.50 0.75 PVC 0.0015 0.26 0.91 2506.59 2496.79 9.80 202.02P-127 94 96 44.00 0.75 PVC 0.0015 0.12 0.41 2496.79 2494.96 1.83 41.48P-128 96 97 64.00 0.75 PVC 0.0015 0.06 0.21 2494.96 2494.24 0.72 11.24P-129 97 95 49.50 0.75 PVC 0.0015 -0.11 0.39 2494.24 2496.12 1.88 37.89P-130 95 94 39.00 0.75 PVC 0.0015 -0.07 0.26 2496.12 2496.79 0.67 17.16P-131 95 92 47.00 0.75 PVC 0.0015 -0.11 0.38 2496.12 2497.81 1.69 36.03P-132 92 93 45.00 0.75 PVC 0.0015 -0.25 0.89 2497.81 2506.59 8.77 194.97P-133 92 91 44.00 0.75 PVC 0.0015 0.08 0.26 2497.81 2497.04 0.78 17.66P-134 91 85 44.00 0.75 PVC 0.0015 -0.22 0.76 2497.04 2503.26 6.23 141.48P-135 97 98 15.50 0.75 PVC 0.0015 0.01 0.03 2494.24 2494.24 0.00 0.31P-136 98 91 89.50 0.75 PVC 0.0015 -0.1 0.35 2494.24 2497.04 2.80 31.24P-137 84 87 22.00 0.75 PVC 0.0015 0.27 0.95 2505.54 2500.66 4.88 222.04P-138 87 88 11.00 0.75 PVC 0.0015 0.25 0.89 2500.66 2498.51 2.14 194.88P-139 88 89 12.50 0.75 PVC 0.0015 0.24 0.85 2498.51 2496.31 2.21 176.59P-140 89 90 3.50 0.75 PVC 0.0015 0.1 0.33 2496.31 2496.21 0.10 28.02P-141 90 91 57.00 0.75 PVC 0.0015 -0.07 0.24 2496.21 2497.04 0.83 14.54P-142 90 99 66.50 0.75 PVC 0.0015 0.1 0.34 2496.21 2494.30 1.91 28.72P-143 99 100 18.00 0.75 PVC 0.0015 0.05 0.18 2494.30 2494.14 0.16 8.66P-144 100 101 12.50 0.75 PVC 0.0015 0.04 0.13 2494.14 2494.09 0.05 4.27P-145 101 102 18.50 0.75 PVC 0.0015 0.04 0.16 2494.09 2493.97 0.12 6.38P-146 102 89 90.00 0.75 PVC 0.0015 -0.09 0.32 2493.97 2496.31 2.34 25.95
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Scenario: Simulación para Presiones Maximas de Servicio Steady State Analysis
Planilla de Calculo de Tuberías en el Sistema de Abastecimiento de Agua Potable
Tramo Nudo arriba Nudo abajo MaterialLongitud (m)
Diametro (Pulg)
Rugosidad (mm)
Caudal (l/s)
Velocidad (m/s)
Cota Piezométrica
arriba (m)
Cota Piezométria
abajo (m)
Perdida de carga (m)
Gradiente hidraulico
(m/km)
P-147 98 101 29.00 0.75 PVC 0.0015 0.04 0.14 2494.24 2494.09 0.15 5.22P-148 102 103 78.50 0.75 PVC 0.0015 0.04 0.13 2493.97 2493.61 0.37 4.65P-149 103 97 85.00 0.75 PVC 0.0015 -0.05 0.17 2493.61 2494.24 0.64 7.52P-150 35 34 24.50 0.75 PVC 0.0015 -0.06 0.23 2516.39 2516.72 0.33 13.3P-151 21 104 109.50 0.75 PVC 0.0015 0.03 0.12 2513.09 2512.67 0.41 3.78P-152 104 24 48.00 0.75 PVC 0.0015 -0.05 0.17 2512.67 2513.05 0.37 7.75
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Steady State Analysis
Nudo
1 2550.34 0.034 2568.60 18.222 2544.04 0.044 2568.20 24.103 2510.52 0.016 2529.59 19.024 2513.87 0.067 2533.34 19.425 2506.5 0.035 2528.26 21.716 2512.64 0.118 2566.40 50.017 2495.32 0.045 2521.71 26.329 2494.89 0.089 2526.42 31.4610 2495.18 0.109 2527.28 32.0211 2492.32 0.036 2519.82 27.4312 2487.75 0.052 2518.29 30.4613 2486.62 0.064 2520.04 33.3414 2480.3 0.035 2520.54 40.1415 2483.22 0.060 2521.73 38.4116 2481.87 0.044 2517.61 35.6517 2478.35 0.067 2517.60 39.1518 2471.93 0.078 2516.98 44.9419 2471.68 0.054 2514.29 42.5020 2481.84 0.043 2513.22 31.3021 2486.97 0.112 2513.09 26.0624 2483.69 0.089 2513.05 29.2825 2495 0.046 2513.86 18.8126 2495 0.028 2514.80 19.7527 2490.83 0.046 2515.77 24.8828 2486.15 0.026 2522.13 35.9029 2480.56 0.080 2522.18 41.5130 2494.17 0.112 2526.16 31.9131 2493.99 0.062 2519.41 25.3632 2493.98 0.018 2518.90 24.8633 2491.84 0.027 2516.71 24.8134 2492.51 0.055 2516.72 24.1435 2490 0.057 2516.39 26.3336 2486.09 0.071 2519.31 33.1437 2481.01 0.023 2520.04 38.9338 2480.65 0.015 2520.11 39.3639 2480.14 0.060 2514.02 33.8040 2483.77 0.083 2521.13 37.2641 2492.71 0.123 2521.26 28.4842 2507.11 0.068 2519.46 12.3243 2507.82 0.070 2547.68 39.7644 2511.08 0.127 2555.53 44.3445 2538.69 0.080 2568.18 29.4146 2533.86 0.078 2568.06 34.1147 2528.01 0.081 2540.20 12.1548 2520.68 0.056 2536.94 16.2149 2495.47 0.071 2524.43 28.8950 2493.2 0.068 2521.64 28.3751 2482.17 0.114 2519.87 37.61
Scenario: Simulación para Presiones Maximas de Servicio
Cuadro de Nudos en el Sistema de Abastecimiento de Agua potable
Altitud (m)
Demanda (l/s)
Cota Piezometrica
(m)
Presión (m H2O)
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Steady State Analysis
Nudo
Scenario: Simulación para Presiones Maximas de Servicio
Cuadro de Nudos en el Sistema de Abastecimiento de Agua potable
Altitud (m)
Demanda (l/s)
Cota Piezometrica
(m)
Presión (m H2O)
52 2476.39 0.050 2517.13 40.6453 2476.58 0.079 2517.95 41.2654 2476.19 0.026 2517.08 40.8055 2474.36 0.034 2516.33 41.8656 2534.41 0.097 2546.65 12.2157 2525.54 0.086 2538.68 13.1158 2515.78 0.085 2532.17 16.3559 2504.98 0.085 2527.02 21.9860 2496.96 0.102 2524.30 27.2761 2484.44 0.025 2523.75 39.2162 2484.11 0.024 2517.77 33.5763 2483.29 0.055 2517.73 34.3564 2478.22 0.074 2517.17 38.8665 2536.97 0.091 2567.23 30.1866 2530.78 0.029 2566.96 36.0867 2528.44 0.079 2566.89 38.3668 2521.9 0.086 2541.50 19.5669 2514.47 0.085 2532.28 17.7770 2504.19 0.085 2527.13 22.8871 2493.9 0.071 2525.82 31.8473 2490.59 0.040 2516.75 26.0974 2492.9 0.070 2516.94 23.9875 2490.16 0.076 2517.29 27.0776 2483.15 0.030 2516.54 33.3077 2481.55 0.050 2516.48 34.8478 2476.97 0.033 2516.27 39.2079 2480 0.069 2516.50 36.4080 2479.36 0.075 2516.72 37.2681 2476.61 0.064 2514.44 37.7382 2475.29 0.082 2514.46 39.0783 2474.2 0.052 2516.06 41.7584 2475.55 0.056 2505.54 29.9285 2475.13 0.105 2503.26 28.0686 2473.45 0.078 2515.88 42.3287 2475 0.017 2500.66 25.5988 2474.42 0.012 2498.51 24.0489 2473.75 0.056 2496.31 22.5090 2473.71 0.067 2496.21 22.4491 2472.35 0.123 2497.04 24.6292 2471.33 0.071 2497.81 26.4293 2471.42 0.072 2506.59 35.0894 2470.6 0.069 2496.79 26.1295 2470 0.071 2496.12 26.0596 2470.93 0.057 2494.96 23.9897 2466.51 0.112 2494.24 27.6698 2466.44 0.070 2494.24 27.7399 2470.2 0.044 2494.30 24.04100 2468.68 0.016 2494.14 25.39
bceom / oist© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Project Engineer: bceom / oistWaterCAD v3.1 [071]
Steady State Analysis
Nudo
Scenario: Simulación para Presiones Maximas de Servicio
Cuadro de Nudos en el Sistema de Abastecimiento de Agua potable
Altitud (m)
Demanda (l/s)
Cota Piezometrica
(m)
Presión (m H2O)
101 2467.25 0.032 2494.09 26.77102 2468.78 0.098 2493.97 25.12103 2465 0.086 2493.61 28.53104 2489.05 0.083 2512.67 23.56
RESERVORIO 2570 0.000 2570.00 0.00
