CUADRO 16, 17 y 18.xls

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  • Cuadro N 16

    Evaluacion de la Estbilidad del Terraplen de los Diques de la Margen Derecha e Izquierda, Aguas Arriba de la Bocatoma ProyectadaQd = 204.75 m3/s

    Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)

    (m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R > 5.6P1+000 40.55 43.47 43.48 2.92 2.93 9.46 19.14 25,496.28 4,263.20 OK0+975 40.47 43.46 43.48 2.99 3.01 9.62 19.92 26,525.84 4,470.05 OK0+950 40.61 43.44 43.47 2.83 2.86 9.33 18.50 24,645.45 4,004.45 OK0+925 40.10 43.43 43.46 3.33 3.36 10.33 23.42 31,189.22 5,544.45 OK0+900 40.41 43.42 43.44 3.01 3.03 9.66 20.11 26,782.74 4,530.05 OK0+875 40.47 43.41 43.43 2.94 2.96 9.52 19.44 25,888.24 4,321.80 OK0+850 40.22 43.37 43.42 3.15 3.21 10.01 21.81 29,049.42 4,961.25 OK0+825 40.42 43.31 43.38 2.89 2.97 9.53 19.48 25,951.70 4,176.05 OK0+800 40.44 43.26 43.34 2.82 2.91 9.42 18.93 25,207.12 3,976.20 OK0+775 40.35 43.27 43.31 2.92 2.96 9.53 19.46 25,913.62 4,263.20 OK0+750 40.34 43.27 43.30 2.93 2.96 9.53 19.45 25,900.93 4,292.45 OK0+725 40.38 43.27 43.29 2.89 2.91 9.42 18.96 25,257.31 4,176.05 OK0+700 40.41 43.26 43.28 2.85 2.87 9.34 18.59 24,757.35 4,061.25 OK0+625 40.40 43.25 43.27 2.85 2.87 9.34 18.59 24,757.35 4,061.25 OK0+650 40.28 43.24 43.27 2.96 2.99 9.59 19.73 26,282.77 4,380.80 OK0+625 40.17 43.21 43.25 3.04 3.08 9.77 20.61 27,455.67 4,620.80 OK0+600 40.64 43.16 43.23 2.52 2.60 8.79 16.09 21,435.55 3,175.20 OK0+575 40.44 43.14 43.21 2.70 2.78 9.15 17.71 23,587.05 3,645.00 OK0+550 40.17 43.13 43.19 2.96 3.03 9.65 20.05 26,705.56 4,380.80 OK0+525 40.80 43.02 43.15 2.22 2.36 8.33 14.09 18,767.65 2,464.20 OK0+500 40.03 43.06 43.11 3.03 3.09 9.77 20.62 27,468.68 4,590.45 OK0+475 39.83 43.06 43.09 3.23 3.26 10.13 22.39 29,827.19 5,216.45 OK0+450 39.89 43.05 43.08 3.16 3.19 9.99 21.69 28,889.62 4,992.80 OK0+425 39.97 43.04 43.07 3.07 3.10 9.81 20.80 27,703.35 4,712.45 OK0+400 39.91 43.03 43.06 3.12 3.15 9.91 21.29 28,359.72 4,867.20 OK0+375 40.22 43.02 43.05 2.80 2.83 9.27 18.22 24,274.00 3,920.00 OK0+350 40.11 43.02 43.04 2.91 2.93 9.46 19.15 25,508.88 4,234.05 OK0+325 40.55 43.02 43.03 2.47 2.48 8.56 15.09 20,094.77 3,050.45 OK0+300 39.83 43.02 43.03 3.19 3.20 10.00 21.77 28,996.11 5,088.05 OK0+275 40.18 43.02 43.03 2.84 2.85 9.30 18.39 24,496.58 4,032.80 OK0+250 39.30 43.00 43.02 3.70 3.72 11.04 27.25 36,298.39 6,845.00 OK0+225 39.63 42.96 43.01 3.33 3.39 10.37 23.64 31,492.44 5,544.45 OK0+200 38.95 42.96 43.00 4.01 4.05 11.71 31.03 41,328.86 8,040.05 OK0+177 40.16 42.96 42.99 2.80 2.83 9.27 18.22 24,274.00 3,920.00 OK0+170 40.15 42.96 42.99 2.81 2.84 9.29 18.32 24,397.55 3,948.05 OK0+160 40.14 42.96 42.99 2.82 2.85 9.31 18.41 24,521.37 3,976.20 OK0+150 40.07 42.96 42.99 2.89 2.92 9.45 19.07 25,395.54 4,176.05 OK

    Seccin Hidrulica

  • Cuadro N 16

    Evaluacion de la Estbilidad del Terraplen de los Diques de la Margen Derecha e Izquierda, Aguas Arriba de la Bocatoma ProyectadaQd = 204.75 m3/s

    Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)

    (m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R > 5.6P

    Seccin Hidrulica

    0+140 39.97 42.96 42.98 2.99 3.01 9.62 19.92 26,525.84 4,470.05 OK0+130 39.87 42.96 42.98 3.09 3.11 9.82 20.89 27,821.00 4,774.05 OK0+120 39.77 42.96 42.98 3.19 3.21 10.02 21.88 29,142.81 5,088.05 OK0+110 39.57 42.96 42.98 3.39 3.41 10.42 23.92 31,866.34 5,746.05 OK0+100 39.57 42.96 42.98 3.39 3.41 10.42 23.92 31,866.34 5,746.05 OK0+090 39.47 42.96 42.98 3.49 3.51 10.62 24.98 33,268.06 6,090.05 OK0+080 39.37 42.96 42.98 3.59 3.61 10.82 26.05 34,696.42 6,444.05 OK0+070 39.27 42.96 42.98 3.69 3.71 11.02 27.14 36,151.42 6,808.05 OK0+060 39.17 42.96 42.98 3.79 3.81 11.22 28.25 37,633.06 7,182.05 OK0+050 39.07 42.96 42.98 3.89 3.91 11.42 29.39 39,141.34 7,566.05 OK0+045 39.02 42.95 42.97 3.93 3.95 11.50 29.85 39,752.11 7,722.45 OK0+040 38.97 42.95 42.97 3.98 4.00 11.60 30.42 40,521.56 7,920.20 OK

  • Cuadro N 17

    Evaluacion de la Estbilidad del Terraplen de los Diques de la Margen Derecha e Izquierda, Aguas Abajo de la Bocatoma ProyectadaQd = 204.75 m3/s

    Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)

    (m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R > 5.6P0+045 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK

    0+046.75 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+060 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+070 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+080 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+090 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+100 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK0+110 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK

    0+119.082 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK

    Seccin Hidrulica

  • Cuadro N 18

    Evaluacion de la Estbilidad del Terraplen de los Diques de la Margen Derecha e Izquierda, Aguas Abajo de la Bocatoma Proyectada TIRANTE CRITICO -- Qd = 204.75 m3/s

    Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Critico Real (H) Terraplen (B)

    (m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R > 5.6P0+045 38.05 38.92 39.36 0.87 1.35 6.31 6.71 8,934.21 378.45 OK

    0+046.75 38.00 38.87 39.34 0.87 1.39 6.37 6.92 9,212.92 378.45 OK0+060 37.89 38.76 39.20 0.87 1.35 6.31 6.71 8,934.21 378.45 OK0+070 37.79 38.66 39.11 0.87 1.37 6.33 6.78 9,026.79 378.45 OK0+080 37.69 38.56 39.00 0.87 1.35 6.31 6.71 8,934.21 378.45 OK0+090 37.59 38.46 38.91 0.87 1.37 6.33 6.78 9,026.79 378.45 OK0+100 37.49 38.36 38.81 0.87 1.37 6.33 6.78 9,026.79 378.45 OK0+110 37.40 38.26 38.70 0.86 1.34 6.29 6.64 8,850.32 369.80 OK

    0+119.082 37.30 38.17 38.61 0.87 1.35 6.31 6.71 8,934.21 378.45 OK

    Seccin Hidrulica

    CUADRO 16CUADRO 17CUADRO 18