CUADRO 16, 17 y 18.xls

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<ul><li><p>Cuadro N 16</p><p>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</p><p>Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)</p><p>(m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R &gt; 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</p><p>Seccin Hidrulica</p></li><li><p>Cuadro N 16</p><p>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</p><p>Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)</p><p>(m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R &gt; 5.6P</p><p>Seccin Hidrulica</p><p>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</p></li><li><p>Cuadro N 17</p><p>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</p><p>Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Normal Real (H) Terraplen (B)</p><p>(m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R &gt; 5.6P0+045 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK</p><p>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</p><p>0+119.082 38.05 38.85 39.36 0.80 1.36 6.32 6.75 8,993.08 320.00 OK</p><p>Seccin Hidrulica</p></li><li><p>Cuadro N 18</p><p>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 </p><p>Fondo Mnimo Nivel de Nivel de Tirante Altura BaseTerraplen (W) Resultante (R) Peso (P) Verificaciondel Cauce Agua Energia Critico Real (H) Terraplen (B)</p><p>(m.s.n.m.) (m.s.n.m.) (m.s.n.m.) (m) (m) (m) (m) (Kg/m) (Kg/m) R &gt; 5.6P0+045 38.05 38.92 39.36 0.87 1.35 6.31 6.71 8,934.21 378.45 OK</p><p>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</p><p>0+119.082 37.30 38.17 38.61 0.87 1.35 6.31 6.71 8,934.21 378.45 OK</p><p>Seccin Hidrulica</p><p>CUADRO 16CUADRO 17CUADRO 18</p></li></ul>