Route Canal – Tube DWG Block for AutoCAD

Route Canal – Tube DWG Block for AutoCAD

IMPROVING IRRIGATION SYSTEM

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

magnetic, prog, height of, filling, cutting, level, height, ground, p.i., direction, angle, radius, tangent, external, length, p.c., p.t., progressive, read, curve, elements of curves, c. geometric, hydraulic characteristics, from, to, adim, hydraulic and geometric characteristics, profile of the projected channel, improvement of the irrigation system, lima, regional government, infrastructure, regional management, main channel, topographic, plant and, rising sun, cip no:, reviewed by :, project :, plane :, location :, ing. responsible:, district: huaral, ing. jesus camargo veliz, region: lima, province: huaral, indicated, scale:, jalmora, design:, date:, province: oyon, district: cochamarca, natural terrain profile, height of fill, height of cut, height of razante, level of terrain, type of terrain, slope, comes canal, province:, region:, district:, esc: referential, towards cochamarca, towards huacho, river, key plane irrigation channel, beginning of channel, end of channel

Raw text data extracted from CAD file:

MAGNETIC PI -01 PROG ALTURA DE RELLENO ALTURA DE CORTE COTA RAZANTE COTA DE TERRENO 0 0.50 2508.500 2509.00 20 0.50 2508.446 2508.95 40 0.59 2508.391 2508.98 60 0.61 2508.337 2508.95 80 0.52 2508.283 2508.80 100 0.61 2508.229 2508.84 120 0.63 2508.174 2508.80 140 0.70 2508.120 2508.82 160 0.70 2507.800 2508.50 180 0.52 2507.480 2508.00 200 0.64 2507.160 2507.80 220 0.91 2506.840 2507.75 240 0.98 2506.520 2507.50 260 0.80 2506.200 2507.00 280 0.40 2506.200 2506.60 300 0.51 2506.186 2506.70 320 0.63 2506.172 2506.80 340 0.54 2506.158 2506.70 360 0.36 2506.144 2506.50 380 0.52 2506.131 2506.65 400 0.33 2506.117 2506.45 420 0.37 2506.103 2506.47 440 0.41 2506.089 2506.50 460 0.37 2506.075 2506.45 480 0.44 2506.061 2506.50 500 0.43 2506.047 2506.48 520 0.47 2506.033 2506.50 540 0.49 2506.019 2506.51 560 0.29 2506.006 2506.30 580 0.61 2505.992 2506.60 600 0.52 2505.978 2506.50 620 0.44 2505.964 2506.40 640 0.50 2505.950 2506.45 660 0.19 2505.814 2506.00 680 0.42 2505.679 2506.10 700 0.44 2505.543 2505.98 720 0.39 2505.407 2505.80 740 0.43 2505.271 2505.70 760 0.21 2505.136 2505.35 780 0.20 2505.000 2505.20 800 0.31 2504.995 2505.30 820 0.51 2504.990 2505.50 840 0.57 2504.984 2505.55 860 0.42 2504.979 2505.40 880 0.53 2504.974 2505.50 900 0.53 2504.969 2505.50 920 0.64 2504.963 2505.60 940 0.44 2504.958 2505.40 960 0.55 2504.953 2505.50 980 0.50 2504.948 2505.45 1000 0.51 2504.943 2505.45 1020 0.46 2504.937 2505.40 1040 0.45 2504.932 2505.38 1060 0.37 2504.927 2505.30 1080 0.43 2504.922 2505.35 1100 0.58 2504.917 2505.50 1120 0.54 2504.911 2505.45 1140 0.49 2504.906 2505.40 1160 0.45 2504.901 2505.35 1180 0.50 2504.896 2505.40 1200 0.56 2504.890 2505.45 1220 0.49 2504.885 2505.38 1240 0.40 2504.880 2505.28 1260 0.22 2504.784 2505.00 1280 0.29 2504.688 2504.98 1300 0.31 2504.592 2504.90 1320 0.42 2504.496 2504.92 1340 0.20 2504.400 2504.60 D D C C B B C 2510.000 m 2505.000 m 2505.000 m 2505.000 m 2510.000 m 2505.000 m 2510.000 m 2505.000 m KM 0+700 60 40 20 80 60 40 20 0+600 KM 80 KM 0+500 60 40 20 0.56 0.81 2.06 1.75 0.91 3.57 0.75 0.03 1.65 5.32 0.24 2.24 3.40 0.61 \A1;9.51 PI - 98 PI - 97 7.16 \A1;7.65 PI - 96 PI - 95 5.19 PI - 94 \A1;6.58 PI - 93 \A1;2.78 9.83 PI -92 \A1;10.11 PI - 91 PI - 90 \A1;6.11 6.13 PI - 89 PI - 88 \A1;12.96 PI - 87 13.95 PI - 86 6.05 PI - 83 PI - 84 PI - 85 \A1;13.03 3.40 \A1;6.61 PI - 82 \A1;7.67 PI - 81 \A1;4.94 3.65 PI - 80 PI - 79 \A1;3.82 PI - 78 \A1;5.89 PI - 77 \A1;4.99 PI - 76 3.07 PI - 75 \A1;5.73 PI - 74 \A1;5.88 PI - 73 PI - 72 10.92 \A1;2.56 PI - 71 PI - 70 PI - 69 PI - 68 PI - 67 1.20 \A1;6.28 \A1;9.16 \A1;5.14 4.50 PI - 66 17.76 PI - 65 PI - 64 16.60 \A1;3.45 \A1;6.85 PI - 63 2500.000 m 2505.000 m 2510.000 m 2515.000 m C E E D D 2500.000 m 2505.000 m 2500.000 m 2505.000 m 2500.000 m 2505.000 m 1+000 KM KM 1334.52 1+300 KM KM 1+200 1+100 KM 20 80 60 40 20 80 60 40 20 80 60 40 20 1.96 1.66 5.76 1.89 18.27 1.73 14.34 5.66 0.01 1.45 2.87 13.03 2.50 0.87 10.82 4.16 8.65 PI - 157 \A1;8.90 PI - 156 \A1;2.37 PI - 155 3.25 PI - 154 \A1;13.01 \A1;0.93 PI - 153 PI - 152 \A1;2.44 11.86 PI - 151 PI - 150 \A1;2.38 PI - 149 13.12 PI - 147 1.70 \A1;5.18 PI -01 \A1;10.31 PI - 146 7.80 PI - 145 7.55 PI - 144 12.45 PI - 143 19.99 PI - 142 19.99 PI - 141 PI - 140 18.55 \A1;4.70 PI - 139 12.43 PI - 138 PI - 137 \A1;4.47 PI - 136 9.35 \A1;4.48 PI - 135 \A1;5.30 PI - 134 PI - 133 7.65 PI - 132 12.35 9.18 PI - 131 PI - 130 \A1;5.07 PI - 129 10.77 2505.000 m 2500.000 m 2495.000 m 2490.000 m 2490.000 m 2495.000 m 2500.000 m 2505.000 m 2510.000 m 2510.000 m 2505.000 m 2500.000 m 2495.000 m 2490.000 m 7.16 PI - 97 PI - 98 \A1;9.51 PI - 99 9.93 PI - 100 \A1;4.61 \A1;4.77 PI - 101 \A1;7.10 PI - 102 5.84 PI - 103 \A1;6.36 PI - 105 \A1;2.62 PI - 104 4.44 \A1;2.26 PI - 107 PI - 106 PI - 108 \A1;9.64 PI - 109 4.43 PI - 110 \A1;5.61 PI - 111 8.47 PI - 112 \A1;4.82 PI - 113 PI - 114 \A1;10.52 4.07 5.64 \A1;2.38 \A1;3.15 PI - 117 PI - 115 PI - 116 \A1;4.58 \A1;5.65 9.60 PI - 119 PI - 118 PI - 120 PI -121 5.81 PI - 122 \A1;5.30 \A1;3.64 PI - 123 PI -124 \A1;2.70 15.64 PI -125 PI - 127 PI - 126 \A1;3.70 4.17 PI - 128 \A1;7.18 10.77 PI - 129 0.56 2.75 0.77 2.92 5.92 2.99 12.19 3.03 0.98 10.40 2.55 0.66 8.65 60 80 20 40 60 80 20 40 60 80 KM 0+800 0+900 KM KM 1+000 2505.000 m 2510.000 m 2505.000 m 2505.000 m C C D D D D E E Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 1 1 I 187.00 160.54 -9.82 0.30 -19.61 13.29 -6.3269 3.48 2 2 I 185.00 157.45 -6.87 0.15 -13.74 12.31 -1.43 5.44 3 3 I 212.00 6.20 -1.78 0.25 -3.46 11.89 8.4276 10.16 4 4 D 169.00 75.67 7.29 0.35 14.53 13.92 28.444 21.18 5 5 I 188.00 163.81 -11.45 0.40 -22.87 47.53 24.654 36.09 6 6 I 189.00 161.70 -12.73 0.50 -25.40 51.80 26.4 39.10 7 7 D 152.00 11.43 2.85 0.35 5.59 43.05 48.634 45.84 8 8 D 166.00 66.58 8.17 0.50 16.27 41.20 57.464 49.33 9 9 D 173.00 267.57 16.37 0.50 32.69 37.00 69.685 53.34 10 10 I 206.00 19.01 -4.39 0.50 -8.63 59.89 51.267 55.58 11 11 D 148.00 9.93 2.85 0.40 5.54 54.66 60.202 57.43 12 12 D 159.00 23.49 4.35 0.40 8.61 56.92 65.524 61.22 13 13 I 224.00 7.00 -2.83 0.55 -5.38 65.10 59.721 62.41 14 14 D 139.00 5.18 1.94 0.35 3.70 64.25 67.952 66.10 15 15 D 160.00 40.19 7.09 0.62 14.03 75.17 89.195 82.18 16 16 I 199.00 17.98 -3.01 0.25 -5.96 89.57 83.609 86.59 17 17 I 208.00 11.43 -2.85 0.35 -5.59 91.21 85.626 88.42 18 18 D 158.00 13.36 2.60 0.25 5.13 89.83 94.954 92.39 19 19 I 239.00 1.34 -0.76 0.20 -1.38 96.83 95.449 96.14 20 20 D 176.00 246.09 8.59 0.15 17.18 92.35 109.53 100.94 21 21 I 181.00 9191.57 -80.21 0.35 -160.42 198.70 38.278 118.49 22 22 I 245.00 2.69 -1.72 0.50 -3.05 133.14 130.08 131.61 23 23 D 125.00 2.36 1.23 0.30 2.26 131.71 133.97 132.84 24 24 D 123.00 1.09 0.59 0.15 1.08 138.89 139.97 139.43 25 25 D 148.00 12.41 3.56 0.50 6.93 145.58 152.5 149.04 26 26 I 203.00 19.52 -3.97 0.40 -7.84 155.14 147.3 151.22 27 27 D 157.00 17.08 3.48 0.35 6.86 152.93 159.79 156.36 28 28 I 233.00 3.41 -1.70 0.40 -3.15 178.67 175.51 177.09 29 29 D 173.00 267.57 16.37 0.50 32.69 182.46 215.14 198.80 30 30 D 165.00 40.56 5.34 0.35 10.62 206.53 217.15 211.84 31 31 I 197.00 10.80 -1.61 0.12 -3.21 216.30 213.1 214.70 32 32 D 176.00 246.09 8.59 0.15 17.18 223.91 241.09 232.50 33 33 I 187.00 85.62 -5.24 0.16 -10.46 251.36 240.9 246.13 ELEMENTOS DE CURVAS ELEMENTOS DE CURVAS 246.13 240.9 251.36 -10.46 0.16 -5.24 85.62 187.00 I 33 33 232.50 241.09 223.91 17.18 0.15 8.59 246.09 176.00 D 32 32 214.70 213.1 216.30 -3.21 0.12 -1.61 10.80 197.00 I 31 31 211.84 217.15 206.53 10.62 0.35 5.34 40.56 165.00 D 30 30 198.80 215.14 182.46 32.69 0.50 16.37 267.57 173.00 D 29 29 177.09 175.51 178.67 -3.15 0.40 -1.70 3.41 233.00 I 28 28 156.36 159.79 152.93 6.86 0.35 3.48 17.08 157.00 D 27 27 151.22 147.3 155.14 -7.84 0.40 -3.97 19.52 203.00 I 26 26 149.04 152.5 145.58 6.93 0.50 3.56 12.41 148.00 D 25 25 139.43 139.97 138.89 1.08 0.15 0.59 1.09 123.00 D 24 24 132.84 133.97 131.71 2.26 0.30 1.23 2.36 125.00 D 23 23 131.61 130.08 133.14 -3.05 0.50 -1.72 2.69 245.00 I 22 22 118.49 38.278 198.70 -160.42 0.35 -80.21 9191.57 181.00 I 21 21 100.94 109.53 92.35 17.18 0.15 8.59 246.09 176.00 D 20 20 96.14 95.449 96.83 -1.38 0.20 -0.76 1.34 239.00 I 19 19 92.39 94.954 89.83 5.13 0.25 2.60 13.36 158.00 D 18 18 88.42 85.626 91.21 -5.59 0.35 -2.85 11.43 208.00 I 17 17 86.59 83.609 89.57 -5.96 0.25 -3.01 17.98 199.00 I 16 16 82.18 89.195 75.17 14.03 0.62 7.09 40.19 160.00 D 15 15 66.10 67.952 64.25 3.70 0.35 1.94 5.18 139.00 D 14 14 62.41 59.721 65.10 -5.38 0.55 -2.83 7.00 224.00 I 13 13 61.22 65.524 56.92 8.61 0.40 4.35 23.49 159.00 D 12 12 57.43 60.202 54.66 5.54 0.40 2.85 9.93 148.00 D 11 11 55.58 51.267 59.89 -8.63 0.50 -4.39 19.01 206.00 I 10 10 53.34 69.685 37.00 32.69 0.50 16.37 267.57 173.00 D 9 9 49.33 57.464 41.20 16.27 0.50 8.17 66.58 166.00 D 8 8 45.84 48.634 43.05 5.59 0.35 2.85 11.43 152.00 D 7 7 39.10 26.4 51.80 -25.40 0.50 -12.73 161.70 189.00 I 6 6 36.09 24.654 47.53 -22.87 0.40 -11.45 163.81 188.00 I 5 5 21.18 28.444 13.92 14.53 0.35 7.29 75.67 169.00 D 4 4 10.16 8.4276 11.89 -3.46 0.25 -1.78 6.20 212.00 I 3 3 5.44 -1.43 12.31 -13.74 0.15 -6.87 157.45 185.00 I 2 2 3.48 -6.3269 13.29 -19.61 0.30 -9.82 160.54 187.00 I 1 1 0 CURVA LEIDO PROGRESIVA P.T. P.C. LONGITUD EXTERNA TANGENTE RADIO ANGULO SENTIDO P.I. Nº Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 34 34 I 192.00 32.68 -3.43 0.18 -6.84 268.43 261.59 265.01 35 35 D 112.00 1.21 0.82 0.25 1.44 278.04 279.48 278.76 36 36 D 159.00 22.31 4.14 0.38 8.18 276.90 285.08 280.99 37 37 I 235.00 3.14 -1.63 0.40 -3.01 285.19 282.17 283.68 38 38 D 162.00 28.08 4.45 0.35 8.82 287.15 295.97 291.56 39 39 I 211.00 10.60 -2.94 0.40 -5.73 299.86 294.12 296.99 40 40 D 175.00 524.83 22.91 0.50 45.80 282.76 328.56 305.66 41 41 I 190.00 157.07 -13.74 0.60 -27.41 325.11 297.69 311.40 42 42 I 220.00 8.10 -2.95 0.52 -5.66 319.81 314.15 316.98 43 43 D 127.00 3.83 1.91 0.45 3.55 319.91 323.45 321.68 44 44 I 283.00 0.89 -1.12 0.54 -1.60 324.02 322.42 323.22 45 45 D 107.00 1.02 0.76 0.25 1.31 325.36 326.66 326.01 46 46 D 118.00 0.90 0.54 0.15 0.97 326.83 327.81 327.32 47 47 I 222.00 3.51 -1.35 0.25 -2.58 331.81 329.23 330.52 48 48 D 156.00 6.71 1.43 0.15 2.81 330.07 332.89 331.48 49 49 I 196.00 35.61 -5.01 0.35 -9.95 338.44 328.5 333.47 50 50 D 149.00 11.92 3.31 0.45 6.45 333.58 340.04 336.81 51 51 I 216.00 10.10 -3.28 0.52 -6.35 347.80 341.46 344.63 52 52 I 212.00 12.41 -3.56 0.50 -6.93 352.75 345.83 349.29 53 53 D 162.00 36.10 5.72 0.45 11.34 350.61 361.95 356.28 54 54 I 196.00 66.14 -9.30 0.65 -18.47 391.27 372.81 382.04 55 55 D 177.00 1691.99 44.31 0.58 88.59 349.74 438.34 394.04 56 56 I 187.00 374.59 -22.91 0.70 -45.77 451.46 405.7 428.58 57 57 I 213.00 18.63 -5.52 0.80 -10.73 443.10 432.38 437.74 58 58 I 204.00 20.14 -4.28 0.45 -8.44 447.30 438.86 443.08 59 59 I 193.00 105.10 -11.98 0.68 -23.85 459.08 435.24 447.16 60 60 D 162.00 68.19 10.80 0.85 21.42 446.24 467.66 456.95 61 61 D 169.00 97.30 9.37 0.45 18.68 454.70 473.38 464.04 62 62 I 201.00 14.68 -2.72 0.25 -5.38 476.00 470.62 473.31 63 63 D 171.00 200.50 15.78 0.62 31.50 463.79 495.29 479.54 64 64 I 200.00 34.36 -6.06 0.53 -11.99 492.39 480.39 486.39 65 65 D 172.00 225.23 15.75 0.55 31.45 474.12 505.56 489.84 ELEMENTOS DE CURVAS ELEMENTOS DE CURVAS 489.84 505.56 474.12 31.45 0.55 15.75 225.23 172.00 D 65 65 486.39 480.39 492.39 -11.99 0.53 -6.06 34.36 200.00 I 64 64 479.54 495.29 463.79 31.50 0.62 15.78 200.50 171.00 D 63 63 473.31 470.62 476.00 -5.38 0.25 -2.72 14.68 201.00 I 62 62 464.04 473.38 454.70 18.68 0.45 9.37 97.30 169.00 D 61 61 456.95 467.66 446.24 21.42 0.85 10.80 68.19 162.00 D 60 60 447.16 435.24 459.08 -23.85 0.68 -11.98 105.10 193.00 I 59 59 443.08 438.86 447.30 -8.44 0.45 -4.28 20.14 204.00 I 58 58 437.74 432.38 443.10 -10.73 0.80 -5.52 18.63 213.00 I 57 57 428.58 405.7 451.46 -45.77 0.70 -22.91 374.59 187.00 I 56 56 394.04 438.34 349.74 88.59 0.58 44.31 1691.99 177.00 D 55 55 382.04 372.81 391.27 -18.47 0.65 -9.30 66.14 196.00 I 54 54 356.28 361.95 350.61 11.34 0.45 5.72 36.10 162.00 D 53 53 349.29 345.83 352.75 -6.93 0.50 -3.56 12.41 212.00 I 52 52 344.63 341.46 347.80 -6.35 0.52 -3.28 10.10 216.00 I 51 51 336.81 340.04 333.58 6.45 0.45 3.31 11.92 149.00 D 50 50 333.47 328.5 338.44 -9.95 0.35 -5.01 35.61 196.00 I 49 49 331.48 332.89 330.07 2.81 0.15 1.43 6.71 156.00 D 48 48 330.52 329.23 331.81 -2.58 0.25 -1.35 3.51 222.00 I 47 47 327.32 327.81 326.83 0.97 0.15 0.54 0.90 118.00 D 46 46 326.01 326.66 325.36 1.31 0.25 0.76 1.02 107.00 D 45 45 323.22 322.42 324.02 -1.60 0.54 -1.12 0.89 283.00 I 44 44 321.68 323.45 319.91 3.55 0.45 1.91 3.83 127.00 D 43 43 316.98 314.15 319.81 -5.66 0.52 -2.95 8.10 220.00 I 42 42 311.40 297.69 325.11 -27.41 0.60 -13.74 157.07 190.00 I 41 41 305.66 328.56 282.76 45.80 0.50 22.91 524.83 175.00 D 40 40 296.99 294.12 299.86 -5.73 0.40 -2.94 10.60 211.00 I 39 39 291.56 295.97 287.15 8.82 0.35 4.45 28.08 162.00 D 38 38 283.68 282.17 285.19 -3.01 0.40 -1.63 3.14 235.00 I 37 37 280.99 285.08 276.90 8.18 0.38 4.14 22.31 159.00 D 36 36 278.76 279.48 278.04 1.44 0.25 0.82 1.21 112.00 D 35 35 265.01 261.59 268.43 -6.84 0.18 -3.43 32.68 192.00 I 34 34 0 CURVA LEIDO PROGRESIVA P.T. P.C. LONGITUD EXTERNA TANGENTE RADIO ANGULO SENTIDO P.I. Nº Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 66 66 I 196.00 65.12 -9.15 0.64 -18.19 516.14 497.96 507.05 67 67 D 142.00 10.07 3.47 0.58 6.68 524.87 531.55 528.21 68 68 I 196.00 55.96 -7.87 0.55 -15.63 542.76 527.14 534.95 69 69 D 151.00 16.41 4.24 0.54 8.31 539.96 548.26 544.11 70 70 I 243.00 3.12 -1.91 0.54 -3.44 550.97 547.53 549.25 71 71 D 97.00 1.67 1.48 0.56 2.42 549.48 551.9 550.69 72 72 I 192.00 118.00 -12.40 0.65 -24.71 569.33 544.61 556.97 73 73 D 154.00 20.91 4.83 0.55 9.49 554.79 564.27 559.53 74 74 I 224.00 6.88 -2.78 0.54 -5.28 578.41 573.13 575.77 75 75 I 190.00 117.81 -10.31 0.45 -20.56 591.93 571.37 581.65 76 76 D 156.00 15.67 3.33 0.35 6.56 584.10 590.66 587.38 77 77 I 191.00 162.16 -15.61 0.75 -31.13 607.67 576.53 592.10 78 78 D 153.00 18.30 4.39 0.52 8.62 592.78 601.4 597.09 79 79 D 130.00 5.13 2.39 0.53 4.47 600.74 605.22 602.98 80 80 I 214.00 7.44 -2.27 0.34 -4.42 609.01 604.59 606.80 81 81 I 201.00 30.53 -5.66 0.52 -11.19 616.08 604.88 610.48 82 82 D 172.00 225.23 15.75 0.55 31.45 599.70 631.14 615.42 83 83 I 191.00 140.54 -13.53 0.65 -26.98 636.58 609.6 623.09 84 84 D 162.00 44.12 6.99 0.55 13.86 622.77 636.63 629.70 85 85 I 204.00 20.14 -4.28 0.45 -8.44 638.07 629.63 633.85 86 86 D 157.00 23.43 4.77 0.48 9.41 642.18 651.58 646.88 87 87 D 175.00 787.25 34.37 0.75 68.70 622.15 690.85 656.50 88 88 D 176.00 738.26 25.78 0.45 51.54 645.59 697.13 671.36 89 89 D 175.00 524.83 22.91 0.50 45.80 661.42 707.22 684.32 90 90 I 190.00 143.99 -12.60 0.55 -25.13 704.77 679.63 692.20 91 91 D 167.00 69.55 7.92 0.45 15.78 690.42 706.2 698.31 92 92 D 176.00 738.26 25.78 0.45 51.54 682.65 734.19 708.42 93 93 D 164.00 66.14 9.30 0.65 18.47 711.05 729.51 720.28 94 94 I 197.00 67.53 -10.09 0.75 -20.04 733.08 713.04 723.06 95 95 I 200.00 25.93 -4.57 0.40 -9.05 734.17 725.11 729.64 96 96 I 193.00 77.28 -8.81 0.50 -17.53 744.41 726.87 735.64 97 97 I 216.00 12.63 -4.10 0.65 -7.94 747.26 739.32 743.29 98 98 D 160.00 35.00 6.17 0.54 12.22 744.90 757.12 751.01 ELEMENTOS DE CURVAS ELEMENTOS DE CURVAS 751.01 757.12 744.90 12.22 0.54 6.17 35.00 160.00 D 98 98 743.29 739.32 747.26 -7.94 0.65 -4.10 12.63 216.00 I 97 97 735.64 726.87 744.41 -17.53 0.50 -8.81 77.28 193.00 I 96 96 729.64 725.11 734.17 -9.05 0.40 -4.57 25.93 200.00 I 95 95 723.06 713.04 733.08 -20.04 0.75 -10.09 67.53 197.00 I 94 94 720.28 729.51 711.05 18.47 0.65 9.30 66.14 164.00 D 93 93 708.42 734.19 682.65 51.54 0.45 25.78 738.26 176.00 D 92 92 698.31 706.2 690.42 15.78 0.45 7.92 69.55 167.00 D 91 91 692.20 679.63 704.77 -25.13 0.55 -12.60 143.99 190.00 I 90 90 684.32 707.22 661.42 45.80 0.50 22.91 524.83 175.00 D 89 89 671.36 697.13 645.59 51.54 0.45 25.78 738.26 176.00 D 88 88 656.50 690.85 622.15 68.70 0.75 34.37 787.25 175.00 D 87 87 646.88 651.58 642.18 9.41 0.48 4.77 23.43 157.00 D 86 86 633.85 629.63 638.07 -8.44 0.45 -4.28 20.14 204.00 I 85 85 629.70 636.63 622.77 13.86 0.55 6.99 44.12 162.00 D 84 84 623.09 609.6 636.58 -26.98 0.65 -13.53 140.54 191.00 I 83 83 615.42 631.14 599.70 31.45 0.55 15.75 225.23 172.00 D 82 82 610.48 604.88 616.08 -11.19 0.52 -5.66 30.53 201.00 I 81 81 606.80 604.59 609.01 -4.42 0.34 -2.27 7.44 214.00 I 80 80 602.98 605.22 600.74 4.47 0.53 2.39 5.13 130.00 D 79 79 597.09 601.4 592.78 8.62 0.52 4.39 18.30 153.00 D 78 78 592.10 576.53 607.67 -31.13 0.75 -15.61 162.16 191.00 I 77 77 587.38 590.66 584.10 6.56 0.35 3.33 15.67 156.00 D 76 76 581.65 571.37 591.93 -20.56 0.45 -10.31 117.81 190.00 I 75 75 575.77 573.13 578.41 -5.28 0.54 -2.78 6.88 224.00 I 74 74 559.53 564.27 554.79 9.49 0.55 4.83 20.91 154.00 D 73 73 556.97 544.61 569.33 -24.71 0.65 -12.40 118.00 192.00 I 72 72 550.69 551.9 549.48 2.42 0.56 1.48 1.67 97.00 D 71 71 549.25 547.53 550.97 -3.44 0.54 -1.91 3.12 243.00 I 70 70 544.11 548.26 539.96 8.31 0.54 4.24 16.41 151.00 D 69 69 534.95 527.14 542.76 -15.63 0.55 -7.87 55.96 196.00 I 68 68 528.21 531.55 524.87 6.68 0.58 3.47 10.07 142.00 D 67 67 507.05 497.96 516.14 -18.19 0.64 -9.15 65.12 196.00 I 66 66 0 CURVA LEIDO PROGRESIVA P.T. P.C. LONGITUD EXTERNA TANGENTE RADIO ANGULO SENTIDO P.I. Nº Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 99 99 I 193.00 92.74 -10.57 0.60 -21.04 771.04 750 760.52 100 100 D 110.00 2.04 1.43 0.45 2.49 771.95 774.45 773.20 101 101 I 211.00 17.22 -4.78 0.65 -9.32 782.47 773.15 777.81 102 102 D 126.00 2.04 1.04 0.25 1.93 781.62 783.54 782.58 103 103 I 188.00 229.33 -16.04 0.56 -32.02 805.69 773.67 789.68 104 104 I 205.00 18.53 -4.11 0.45 -8.09 800.33 792.25 796.29 105 105 D 166.00 86.55 10.63 0.65 21.15 788.34 809.48 798.91 106 106 I 218.00 7.81 -2.69 0.45 -5.18 807.86 802.68 805.27 107 107 D 160.00 48.62 8.57 0.75 16.97 799.04 816.02 807.53 108 108 I 216.00 12.63 -4.10 0.65 -7.94 818.86 810.92 814.89 109 109 D 154.00 20.53 4.74 0.54 9.32 819.87 829.19 824.53 110 110 I 207.00 19.71 -4.73 0.56 -9.29 839.52 830.24 834.88 111 111 D 176.00 902.31 31.51 0.55 62.99 808.99 871.99 840.49 112 112 I 199.00 46.75 -7.82 0.65 -15.50 859.70 844.2 851.95 113 113 D 177.00 2187.91 57.29 0.75 114.56 799.49 914.05 856.77 114 114 D 164.00 45.79 6.44 0.45 12.79 866.64 879.42 873.03 115 115 D 137.00 7.22 2.84 0.54 5.42 880.84 886.26 883.55 116 116 I 202.00 24.04 -4.67 0.45 -9.23 890.55 881.31 885.93 117 117 D 168.00 118.00 12.40 0.65 24.71 882.24 906.96 894.60 118 118 I 217.00 15.60 -5.22 0.85 -10.07 902.79 892.71 897.75 119 119 D 178.00 4923.58 85.94 0.75 171.87 816.40 988.26 902.33 120 120 D 175.00 682.28 29.79 0.65 59.54 878.21 937.75 907.98 121 121 I 184.00 787.47 -27.50 0.48 -54.98 946.05 891.07 918.56 122 122 D 171.00 210.21 16.54 0.65 33.02 918.26 951.28 934.77 123 123 I 206.00 28.51 -6.58 0.75 -12.94 946.54 933.6 940.07 124 124 I 194.00 59.92 -7.36 0.45 -14.64 951.03 936.39 943.71 125 125 D 148.00 20.84 5.98 0.84 11.64 940.59 952.23 946.41 126 126 I 205.00 26.77 -5.94 0.65 -11.68 970.44 958.76 964.60 127 127 D 171.00 242.55 19.09 0.75 38.10 949.25 987.35 968.30 128 128 I 204.00 29.10 -6.18 0.65 -12.19 979.22 967.04 973.13 129 129 D 174.00 619.38 32.46 0.85 64.86 947.88 1012.7 980.31 ELEMENTOS DE CURVAS ELEMENTOS DE CURVAS 980.31 1012.7 947.88 64.86 0.85 32.46 619.38 174.00 D 129 129 973.13 967.04 979.22 -12.19 0.65 -6.18 29.10 204.00 I 128 128 968.30 987.35 949.25 38.10 0.75 19.09 242.55 171.00 D 127 127 964.60 958.76 970.44 -11.68 0.65 -5.94 26.77 205.00 I 126 126 946.41 952.23 940.59 11.64 0.84 5.98 20.84 148.00 D 125 125 943.71 936.39 951.03 -14.64 0.45 -7.36 59.92 194.00 I 124 124 940.07 933.6 946.54 -12.94 0.75 -6.58 28.51 206.00 I 123 123 934.77 951.28 918.26 33.02 0.65 16.54 210.21 171.00 D 122 122 918.56 891.07 946.05 -54.98 0.48 -27.50 787.47 184.00 I 121 121 907.98 937.75 878.21 59.54 0.65 29.79 682.28 175.00 D 120 120 902.33 988.26 816.40 171.87 0.75 85.94 4923.58 178.00 D 119 119 897.75 892.71 902.79 -10.07 0.85 -5.22 15.60 217.00 I 118 118 894.60 906.96 882.24 24.71 0.65 12.40 118.00 168.00 D 117 117 885.93 881.31 890.55 -9.23 0.45 -4.67 24.04 202.00 I 116 116 883.55 886.26 880.84 5.42 0.54 2.84 7.22 137.00 D 115 115 873.03 879.42 866.64 12.79 0.45 6.44 45.79 164.00 D 114 114 856.77 914.05 799.49 114.56 0.75 57.29 2187.91 177.00 D 113 113 851.95 844.2 859.70 -15.50 0.65 -7.82 46.75 199.00 I 112 112 840.49 871.99 808.99 62.99 0.55 31.51 902.31 176.00 D 111 111 834.88 830.24 839.52 -9.29 0.56 -4.73 19.71 207.00 I 110 110 824.53 829.19 819.87 9.32 0.54 4.74 20.53 154.00 D 109 109 814.89 810.92 818.86 -7.94 0.65 -4.10 12.63 216.00 I 108 108 807.53 816.02 799.04 16.97 0.75 8.57 48.62 160.00 D 107 107 805.27 802.68 807.86 -5.18 0.45 -2.69 7.81 218.00 I 106 106 798.91 809.48 788.34 21.15 0.65 10.63 86.55 166.00 D 105 105 796.29 792.25 800.33 -8.09 0.45 -4.11 18.53 205.00 I 104 104 789.68 773.67 805.69 -32.02 0.56 -16.04 229.33 188.00 I 103 103 782.58 783.54 781.62 1.93 0.25 1.04 2.04 126.00 D 102 102 777.81 773.15 782.47 -9.32 0.65 -4.78 17.22 211.00 I 101 101 773.20 774.45 771.95 2.49 0.45 1.43 2.04 110.00 D 100 100 760.52 750 771.04 -21.04 0.60 -10.57 92.74 193.00 I 99 99 0 CURVA LEIDO PROGRESIVA P.T. P.C. LONGITUD EXTERNA TANGENTE RADIO ANGULO SENTIDO P.I. Nº Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 130 130 I 186.00 349.77 -18.33 0.48 -36.63 1018.04 981.42 999.73 131 131 D 167.00 85.01 9.69 0.55 19.29 995.16 1014.4 1004.80 132 132 I 190.00 125.66 -10.99 0.48 -21.93 1029.11 1007.2 1018.14 133 133 D 174.00 473.64 24.82 0.65 49.60 1016.51 1066.1 1041.31 134 134 D 172.00 307.14 21.48 0.75 42.88 1028.39 1071.3 1049.83 135 135 D 152.00 14.70 3.66 0.45 7.18 1051.54 1058.7 1055.13 136 136 D 166.00 73.24 8.99 0.55 17.90 1050.66 1068.6 1059.61 137 137 D 178.00 3282.39 57.29 0.50 114.58 1014.17 1128.7 1071.46 138 138 D 173.00 321.08 19.64 0.60 39.23 1056.32 1095.5 1075.93 139 139 D 173.00 294.32 18.00 0.55 35.96 1083.41 1119.4 1101.39 140 140 D 173.00 240.81 14.73 0.45 29.42 1091.38 1120.8 1106.09 141 141 I 196.00 66.14 -9.30 0.65 -18.47 1136.74 1118.3 1127.51 142 142 I 187.00 240.81 -14.73 0.45 -29.42 1163.66 1134.2 1148.95 143 143 D 171.00 210.21 16.54 0.65 33.02 1158.09 1191.1 1174.60 144 144 I 182.00 4923.58 -85.94 0.75 -171.87 1287.32 1115.5 1201.39 145 145 I 185.00 367.38 -16.04 0.35 -32.06 1226.70 1194.6 1210.67 146 146 D 179.00 11817.73 103.13 0.45 206.26 1133.61 1339.9 1236.74 147 147 I 190.00 91.63 -8.02 0.35 -15.99 1255.05 1239.1 1247.05 148 148 D 156.00 33.57 7.14 0.75 14.06 1243.61 1257.7 1250.64 149 149 I 181.00 18383.13 -160.43 0.70 -320.85 1416.24 1095.4 1255.82 150 150 I 269.00 1.49 -1.47 0.60 -2.32 1275.86 1273.5 1274.70 151 151 D 153.00 15.84 3.80 0.45 7.46 1273.35 1280.8 1277.08 152 152 D 168.00 118.00 12.40 0.65 24.71 1278.24 1303 1290.60 153 153 I 228.00 5.81 -2.59 0.55 -4.87 1295.47 1290.6 1293.04 154 154 I 189.00 113.19 -8.91 0.35 -17.78 1302.86 1285.1 1293.97 155 155 D 179.00 11817.73 103.13 0.45 206.26 1203.85 1410.1 1306.98 156 156 D 176.00 1230.43 42.97 0.75 85.90 1269.24 1355.1 1312.19 157 157 I 184.00 820.28 -28.64 0.50 -57.27 1343.19 1285.9 1314.56 ELEMENTOS DE CURVAS Nº P.I. SENTIDO ANGULO RADIO TANGENTE EXTERNA LONGITUD P.C. P.T. PROGRESIVA LEIDO CURVA 0 130 130 I 186.00 349.77 -18.33 0.48 -36.63 1018.04 981.42 999.73 131 131 D 167.00 85.01 9.69 0.55 19.29 995.16 1014.4 1004.80 132 132 I 190.00 125.66 -10.99 0.48 -21.93 1029.11 1007.2 1018.14 133 133 D 174.00 473.64 24.82 0.65 49.60 1016.51 1066.1 1041.31 134 134 D 172.00 307.14 21.48 0.75 42.88 1028.39 1071.3 1049.83 135 135 D 152.00 14.70 3.66 0.45 7.18 1051.54 1058.7 1055.13 136 136 D 166.00 73.24 8.99 0.55 17.90 1050.66 1068.6 1059.61 137 137 D 178.00 3282.39 57.29 0.50 114.58 1014.17 1128.7 1071.46 138 138 D 173.00 321.08 19.64 0.60 39.23 1056.32 1095.5 1075.93 139 139 D 173.00 294.32 18.00 0.55 35.96 1083.41 1119.4 1101.39 140 140 D 173.00 240.81 14.73 0.45 29.42 1091.38 1120.8 1106.09 141 141 I 196.00 66.14 -9.30 0.65 -18.47 1136.74 1118.3 1127.51 142 142 I 187.00 240.81 -14.73 0.45 -29.42 1163.66 1134.2 1148.95 143 143 D 171.00 210.21 16.54 0.65 33.02 1158.09 1191.1 1174.60 144 144 I 182.00 4923.58 -85.94 0.75 -171.87 1287.32 1115.5 1201.39 145 145 I 185.00 367.38 -16.04 0.35 -32.06 1226.70 1194.6 1210.67 146 146 D 179.00 11817.73 103.13 0.45 206.26 1133.61 1339.9 1236.74 147 147 I 190.00 91.63 -8.02 0.35 -15.99 1255.05 1239.1 1247.05 148 148 D 156.00 33.57 7.14 0.75 14.06 1243.61 1257.7 1250.64 149 149 I 181.00 18383.13 -160.43 0.70 -320.85 1416.24 1095.4 1255.82 150 150 I 269.00 1.49 -1.47 0.60 -2.32 1275.86 1273.5 1274.70 151 151 D 153.00 15.84 3.80 0.45 7.46 1273.35 1280.8 1277.08 152 152 D 168.00 118.00 12.40 0.65 24.71 1278.24 1303 1290.60 153 153 I 228.00 5.81 -2.59 0.55 -4.87 1295.47 1290.6 1293.04 154 154 I 189.00 113.19 -8.91 0.35 -17.78 1302.86 1285.1 1293.97 155 155 D 179.00 11817.73 103.13 0.45 206.26 1203.85 1410.1 1306.98 156 156 D 176.00 1230.43 42.97 0.75 85.90 1269.24 1355.1 1312.19 157 157 I 184.00 820.28 -28.64 0.50 -57.27 1343.19 1285.9 1314.56 ELEMENTOS DE CURVAS ELEMENTOS DE CURVAS 1314.56 1285.9 1343.19 -57.27 0.50 -28.64 820.28 184.00 I 157 157 1312.19 1355.1 1269.24 85.90 0.75 42.97 1230.43 176.00 D 156 156 1306.98 1410.1 1203.85 206.26 0.45 103.13 11817.73 179.00 D 155 155 1293.97 1285.1 1302.86 -17.78 0.35 -8.91 113.19 189.00 I 154 154 1293.04 1290.6 1295.47 -4.87 0.55 -2.59 5.81 228.00 I 153 153 1290.60 1303 1278.24 24.71 0.65 12.40 118.00 168.00 D 152 152 1277.08 1280.8 1273.35 7.46 0.45 3.80 15.84 153.00 D 151 151 1274.70 1273.5 1275.86 -2.32 0.60 -1.47 1.49 269.00 I 150 150 1255.82 1095.4 1416.24 -320.85 0.70 -160.43 18383.13 181.00 I 149 149 1250.64 1257.7 1243.61 14.06 0.75 7.14 33.57 156.00 D 148 148 1247.05 1239.1 1255.05 -15.99 0.35 -8.02 91.63 190.00 I 147 147 1236.74 1339.9 1133.61 206.26 0.45 103.13 11817.73 179.00 D 146 146 1210.67 1194.6 1226.70 -32.06 0.35 -16.04 367.38 185.00 I 145 145 1201.39 1115.5 1287.32 -171.87 0.75 -85.94 4923.58 182.00 I 144 144 1174.60 1191.1 1158.09 33.02 0.65 16.54 210.21 171.00 D 143 143 1148.95 1134.2 1163.66 -29.42 0.45 -14.73 240.81 187.00 I 142 142 1127.51 1118.3 1136.74 -18.47 0.65 -9.30 66.14 196.00 I 141 141 1106.09 1120.8 1091.38 29.42 0.45 14.73 240.81 173.00 D 140 140 1101.39 1119.4 1083.41 35.96 0.55 18.00 294.32 173.00 D 139 139 1075.93 1095.5 1056.32 39.23 0.60 19.64 321.08 173.00 D 138 138 1071.46 1128.7 1014.17 114.58 0.50 57.29 3282.39 178.00 D 137 137 1059.61 1068.6 1050.66 17.90 0.55 8.99 73.24 166.00 D 136 136 1055.13 1058.7 1051.54 7.18 0.45 3.66 14.70 152.00 D 135 135 1049.83 1071.3 1028.39 42.88 0.75 21.48 307.14 172.00 D 134 134 1041.31 1066.1 1016.51 49.60 0.65 24.82 473.64 174.00 D 133 133 1018.14 1007.2 1029.11 -21.93 0.48 -10.99 125.66 190.00 I 132 132 1004.80 1014.4 995.16 19.29 0.55 9.69 85.01 167.00 D 131 131 999.73 981.42 1018.04 -36.63 0.48 -18.33 349.77 186.00 I 130 130 0 CURVA LEIDO PROGRESIVA P.T. P.C. LONGITUD EXTERNA TANGENTE RADIO ANGULO SENTIDO P.I. Nº PROGRESIVA C. GEOMÉTRICAS CARACTERISTICAS HIDRÁULICAS Desde Hasta B b H Z e Q y V E S n A R N °F bl Km Km m m m adim m m3/s m m/s m m/m m2 m adim m 0+000 0+140 0.45 0.45 0.30 0.00 0.10 0.05 0.14 0.81 0.17 0.00270 0.0018 0.06 0.09 0.69 0.16 0+140 0+280 0.45 0.45 0.30 0.00 0.10 0.05 0.19 0.59 0.21 0.01600 0.0018 0.09 0.10 0.43 0.11 0+280 0+640 0.45 0.45 0.30 0.00 0.10 0.05 0.20 0.54 0.22 0.00069 0.0018 0.09 0.11 0.38 0.10 0+640 0+780 0.45 0.45 0.30 0.00 0.10 0.05 0.12 0.95 0.16 0.00670 0.0018 0.05 0.08 0.88 0.18 0+780 1+040 0.45 0.45 0.30 0.00 0.10 0.05 0.19 0.59 0.21 0.00026 0.0018 0.09 0.10 0.43 0.11 1+040 1+335 0.45 0.45 0.30 0.00 0.10 0.05 0.19 0.59 0.21 0.00507 0.0018 0.09 0.10 0.43 0.11 CARACTERISTICAS HIDRÁULICAS Y GEOMÉTRICAS CARACTERISTICAS HIDRÁULICAS Y GEOMÉTRICAS 0.11 0.43 0.10 0.09 0.0018 0.00507 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 1+329.96 1+040 0.11 0.43 0.10 0.09 0.0018 0.00026 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 1+040 0+780 0.18 0.88 0.08 0.05 0.0018 0.00670 0.16 0.95 0.12 0.05 0.10 0.00 0.30 0.45 0.45 0+780 0+640 0.10 0.38 0.11 0.09 0.0018 0.00069 0.22 0.54 0.20 0.05 0.10 0.00 0.30 0.45 0.45 0+640 0+280 0.11 0.43 0.10 0.09 0.0018 0.01600 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 0+280 0+140 0.16 0.69 0.09 0.06 0.0018 0.00270 0.17 0.81 0.14 0.05 0.10 0.00 0.30 0.45 0.45 0+140 0+000 m adim m m2 m/m m m/s m m3/s m adim m m m Km Km bl N °F R A n S E V y Q e Z H b B Hasta Desde CARACTERISTICAS HIDRÁULICAS C. GEOMÉTRICAS PROGRESIVA H= bl= y= e= e= e= B= PERFIL DEL CANAL PROYECTADO MEJORAMIENTO DEL SISTEMA DE RIEGO DE LIMA GOBIERNO REGIONAL INFRAESTRUCTURA GERENCIA REGIONAL DE CANAL PRINCIPAL TOPOGRAFICO PLANTA Y SOL NACIENTE 63971 CIP Nº: PG-06 LÁMINA N° : REVISADO POR: PROYECTO: PLANO: UBICACION: ING. RESPONSABLE: DISTRITO :HUARAL ING. JESUS CAMARGO VELIZ REGION :LIMA PROVINCIA :HUARAL INDICADA ESCALA: JALMORA DISEÑO: SET- 2006 FECHA: ING. JESUS CAMARGO VELIZ CIP Nº 63971 ING. JESUS CAMARGO VELIZ CIP Nº 63971 FECHA: SET- 2006 DISEÑO: JALMORA ESCALA: INDICADA PROVINCIA :OYON REGION :LIMA ING. JESUS CAMARGO VELIZ DISTRITO :COCHAMARCA ING. RESPONSABLE: UBICACION: PLANO: PROYECTO: REVISADO POR: CIP Nº: 63971 SOL NACIENTE PLANTA Y TOPOGRAFICO CANAL PRINCIPAL MEJORAMIENTO DEL SISTEMA DE RIEGO GOBIERNO REGIONAL DE LIMA \LPERFIL LONGITUDINAL ESC 1/500 \LPLANO : PLANTA Y TOPOGRAFICO ESC 1/500 2507.00 2506.00 2504.00 2507.00 2506.00 2505.00 2504.00 0+800 0+900 1+000 760 0.21 2505.136 2505.35 780 0.20 2505.000 2505.20 800 0.31 2504.995 2505.30 820 0.51 2504.990 2505.50 840 0.57 2504.984 2505.55 860 0.42 2504.979 2505.40 880 0.53 2504.974 2505.50 900 0.53 2504.969 2505.50 920 0.64 2504.963 2505.60 940 0.44 2504.958 2505.40 960 0.55 2504.953 2505.50 980 0.50 2504.948 2505.45 1000 0.51 2504.943 2505.45 PERFIL DE TERRENO NATURAL RAZANTE CANAL FC=140KG/CM2 S=0.69% S=0.026% ROCA SUELTA 70% - TIERRA SUELTA 30% LÁMINA N° : PG-05 GERENCIA REGIONAL DE INFRAESTRUCTURA B B A A RAZANTE CANAL FC=140KG/CM2 PERFIL DE TERRENO NATURAL RAZANTE CANAL FC=140KG/CM2 PERFIL DE TERRENO NATURAL S= 0.27% ROCA SUELTA 70% - TIERRA SUELTA 30% ROCA SUELTA 70% - TIERRA SUELTA 30% 2507.00 2506.200 0.80 260 2507.50 2506.520 0.98 240 2507.75 2506.840 0.91 220 2507.80 2507.160 0.64 200 2508.00 2507.480 0.52 180 2508.50 2507.800 0.70 160 2508.82 2508.120 0.70 140 2508.80 2508.174 0.63 120 2508.84 2508.229 0.61 100 2508.80 2508.283 0.52 80 2508.95 2508.337 0.61 60 2508.98 2508.391 0.59 40 2508.95 2508.446 0.50 20 2509.00 2508.500 0.50 0 0+200 0+100 0+000 PROGRESIVA ALTURA DE RELLENO ALTURA DE CORTE COTA DE RAZANTE COTA DE TERRENO TIPO DE TERRENO PENDIENTE 2508.82 2506.00 2507.00 2508.12 2509.00 2510.00 2508.50 2510.00 2509.00 2508.00 2507.00 2506.20 2506.00 2507.00 2508.00 2509.00 2510.00 2505.000 m 2509.000 m 2500.000 m 2510.000 m 2505.000 m 2510.000 m 2505.000 m 2512.000 m 2511.000 m 2508.000 m 2507.000 m 2506.000 m ESC 1/500 \LPERFIL LONGITUDINAL ESC 1/500 \LPLANO : PLANTA Y TOPOGRAFICO 0+000 KM 60 40 20 0+200 KM 80 60 40 5.09 PI - 33 \A1;13.63 PI - 32 \A1;1.28 \A1;16.52 PI - 31 PI - 30 \A1;2.86 \A1;0.62 \A1;12.42 7.58 14.13 PI - 29 5.87 14.86 PI - 28 5.14 7.27 PI -27 PI -25 PI -26 \A1;2.18 \A1;0.94 \A1;5.65 PI -24 \A1;9.61 PI -23 PI -22 \A1;1.23 1.51 13.12 20 PI -21 \A1;0.94 \A1;3.86 KM 0+100 80 PI -20 PI -19 \A1;17.55 PI -18 PI -17 PI -16 \A1;3.75 \A1;3.97 \A1;1.83 PI -15 \A1;4.41 \A1;2.18 \A1;13.90 PI -14 PI -13 PI -12 \A1;3.69 \A1;1.19 \A1;1.22 \A1;2.57 PI -10 60 PI -11 \A1;1.85 \A1;2.24 PI -09 PI -08 \A1;4.01 \A1;3.49 PI -07 40 0.90 \A1;1.18 \A1;9.84 20 PI -06 5.84 \A1;3.01 PI -05 PI -04 \A1;14.91 PI -03 PI -02 PI -01 \A1;3.48 \A1;1.96 \A1;4.72 VIENE CANAL 2505.000 m 2510.000 m S= 1.16% ROCA SUELTA 70% - TIERRA SUELTA 30% S=0.69% S=0.069% RAZANTE CANAL FC=140KG/CM2 RAZANTE CANAL FC=140KG/CM2 PERFIL DE TERRENO NATURAL 2505.35 2505.136 0.21 760 2505.70 2505.271 0.43 740 2505.80 2505.407 0.39 720 2505.98 2505.543 0.44 700 2506.10 2505.679 0.42 680 2506.00 2505.814 0.19 660 2506.45 2505.950 0.50 640 2506.40 2505.964 0.44 620 2506.50 2505.978 0.52 600 2506.60 2505.992 0.61 580 2506.30 2506.006 0.29 560 2506.51 2506.019 0.49 540 2506.50 2506.033 0.47 520 2506.48 2506.047 0.43 500 0+700 0+600 0+500 PROGRESIVA ALTURA DE RELLENO ALTURA DE CORTE COTA DE RAZANTE COTA DE TERRENO TIPO DE TERRENO PENDIENTE 2506.45 2504.00 2505.00 2505.95 2507.00 2508.00 2508.00 2507.00 2506.00 2505.00 \LPERFIL LONGITUDINAL ESC 1/500 ROCA SUELTA 70% - TIERRA SUELTA 30% 2505.00 2506.00 2507.00 2508.00 \LPLANO : PLANTA Y TOPOGRAFICO ESC 1/500 ROCA SUELTA 70% - TIERRA SUELTA 30% ROCA SUELTA 70% - TIERRA SUELTA 30% S=0.507% S=0.026% S=0.026% RAZANTE CANAL FC=140KG/CM2 RAZANTE CANAL FC=140KG/CM2 RAZANTE CANAL FC=140KG/CM2 PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL 2504.60 2504.400 0.20 2504.92 2504.496 0.42 1320 2504.90 2504.592 0.31 1300 2504.98 2504.688 0.29 1280 2505.00 2504.784 0.22 1260 2505.28 2504.880 0.40 1240 2505.38 2504.885 0.49 1220 2505.45 2504.890 0.56 1200 2505.40 2504.896 0.50 1180 2505.35 2504.901 0.45 1160 2505.40 2504.906 0.49 1140 2505.45 2504.911 0.54 1120 2505.50 2504.917 0.58 1100 2505.35 2504.922 0.43 1080 2505.30 2504.927 0.37 1060 2505.38 2504.932 0.45 1040 2505.40 2504.937 0.46 1020 2505.45 2504.943 0.51 1000 1+329.96 1+300 1+200 1+100 1+000 PROGRESIVA ALTURA DE RELLENO ALTURA DE CORTE COTA DE RAZANTE COTA DE TERRENO TIPO DE TERRENO PENDIENTE 2504.40 2504.60 2507.00 2506.00 2505.00 2504.00 2504.00 2505.00 2506.00 2507.00 ESC 1/500 \LPLANO : PLANTA Y TOPOGRAFICO ESC 1/500 \LPERFIL LONGITUDINAL ROCA SUELTA 70% - TIERRA SUELTA 30% S=0.069% B B C C B B A A RAZANTE CANAL FC=140KG/CM2 PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL 2506.48 2506.047 0.43 500 2506.50 2506.061 0.44 480 2506.45 2506.075 0.37 460 2506.50 2506.089 0.41 440 2506.47 2506.103 0.37 420 2506.45 2506.117 0.33 400 2506.65 2506.131 0.52 380 2506.50 2506.144 0.36 360 2506.70 2506.158 0.54 340 2506.80 2506.172 0.63 320 2506.70 2506.186 0.51 300 2506.60 2506.200 0.40 280 2507.00 2506.200 0.80 260 0+500 0+400 0+300 PROGRESIVA ALTURA DE RELLENO ALTURA DE CORTE COTA DE RAZANTE COTA DE TERRENO TIPO DE TERRENO PENDIENTE 2506.60 2505.00 2507.00 2508.00 2506.20 2505.00 2506.00 2507.00 2508.00 2495.000 m 2500.000 m 2510.000 m 2505.000 m 2510.000 m KM 0+500 0+400 KM KM 0+300 80 60 40 20 80 60 40 20 80 60 0.61 2.86 3.26 1.84 16.38 3.62 14.94 1.93 0.26 0.18 PI - 65 PI - 64 \A1;3.45 \A1;6.85 PI - 63 PI - 62 \A1;6.23 PI - 61 6.41 PI - 60 \A1;7.09 PI - 59 PI - 58 6.50 \A1;4.08 PI - 57 18.16 PI - 56 \A1;5.34 7.32 PI - 55 PI - 54 9.18 PI - 53 10.82 PI - 52 PI - 51 5.06 \A1;4.66 PI - 50 \A1;7.82 PI - 49 \A1;3.34 PI - 48 PI - 47 \A1;1.99 \A1;0.96 \A1;3.20 PI - 46 PI - 45 \A1;1.31 PI - 44 \A1;2.79 \A1;1.54 PI - 43 PI - 42 PI - 41 \A1;4.70 \A1;5.58 PI - 40 5.56 PI - 39 \A1;8.67 PI - 38 0.34 \A1;5.43 7.54 PI - 37 PI - 36 PI - 35 \A1;2.69 \A1;2.23 \A1;6.21 \A1;13.79 PI - 34 7.54 5.09 PI - 33 2500.000 m 2505.000 m 2510.000 m 2515.000 m ESC 1/500 \LPLANO : PLANTA Y TOPOGRAFICO \LPERFIL LONGITUDINAL ESC 1/500 FECHA: SET- 2006 DISEÑO: ESCALA: INDICADA PROVINCIA : REGION : DISTRITO : ING. RESPONSABLE: UBICACION: PLANO: PROYECTO: REVISADO POR: LÁMINA N° : PG-03 CIP Nº: PLANTA Y TOPOGRAFICO CANAL PRINCIPAL MEJORAMIENTO DEL SISTEMA DE RIEGO MEJORAMIENTO DEL SISTEMA DE RIEGO CANAL PRINCIPAL TOPOGRAFICO PLANTA Y CIP Nº: PG-04 LÁMINA N° : REVISADO POR: PROYECTO: PLANO: UBICACION: ING. RESPONSABLE: DISTRITO : REGION : PROVINCIA : INDICADA ESCALA: DISEÑO: SET- 2006 FECHA: FECHA: SET- 2006 DISEÑO: ESCALA: INDICADA PROVINCIA : REGION : DISTRITO : ING. RESPONSABLE: UBICACION: PLANO: PROYECTO: REVISADO POR: LÁMINA N° : PG-05 CIP Nº: PLANTA Y TOPOGRAFICO CANAL PRINCIPAL MEJORAMIENTO DEL SISTEMA DE RIEGO CARACTERISTICAS HIDRÁULICAS Y GEOMÉTRICAS 0.11 0.43 0.10 0.09 0.0018 0.00507 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 1+329.96 1+040 0.11 0.43 0.10 0.09 0.0018 0.00026 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 1+040 0+780 0.18 0.88 0.08 0.05 0.0018 0.00670 0.16 0.95 0.12 0.05 0.10 0.00 0.30 0.45 0.45 0+780 0+640 0.10 0.38 0.11 0.09 0.0018 0.00069 0.22 0.54 0.20 0.05 0.10 0.00 0.30 0.45 0.45 0+640 0+280 0.11 0.43 0.10 0.09 0.0018 0.01600 0.21 0.59 0.19 0.05 0.10 0.00 0.30 0.45 0.45 0+280 0+140 0.16 0.69 0.09 0.06 0.0018 0.00270 0.17 0.81 0.14 0.05 0.10 0.00 0.30 0.45 0.45 0+140 0+000 m adim m m2 m/m m m/s m m3/s m adim m m m Km Km bl N °F R A n S E V y Q e Z H b B Hasta Desde CARACTERISTICAS HIDRÁULICAS C. GEOMÉTRICAS PROGRESIVA H= bl= y= e= e= e= B= PERFIL DEL CANAL PROYECTADO MEJORAMIENTO DEL SISTEMA DE RIEGO CANAL PRINCIPAL TOPOGRAFICO PLANTA Y CIP Nº: PG-07 LÁMINA N° : REVISADO POR: PROYECTO: PLANO: UBICACION: ING. RESPONSABLE: DISTRITO : REGION : PROVINCIA : INDICADA ESCALA: DISEÑO: SET- 2006 FECHA: PENDIENTE TIPO DE TERRENO COTA DE TERRENO COTA DE RAZANTE ALTURA DE CORTE ALTURA DE RELLENO PROGRESIVA FECHA: SET- 2006 DISEÑO: ESCALA: INDICADA PROVINCIA : REGION : DISTRITO : ING. RESPONSABLE: UBICACION: PLANO: PROYECTO: REVISADO POR: CIP Nº: PLANTA Y TOPOGRAFICO CANAL PRINCIPAL MEJORAMIENTO DEL SISTEMA DE RIEGO \LPERFIL LONGITUDINAL ESC 1/500 \LPLANO : PLANTA Y TOPOGRAFICO ESC 1/500 2507.00 2506.00 2504.00 2507.00 2506.00 2505.00 2504.00 0+800 0+900 1+000 760 0.21 2505.136 2505.35 780 0.20 2505.000 2505.20 800 0.31 2504.995 2505.30 820 0.51 2504.990 2505.50 840 0.57 2504.984 2505.55 860 0.42 2504.979 2505.40 880 0.53 2504.974 2505.50 900 0.53 2504.969 2505.50 920 0.64 2504.963 2505.60 940 0.44 2504.958 2505.40 960 0.55 2504.953 2505.50 980 0.50 2504.948 2505.45 1000 0.51 2504.943 2505.45 PERFIL DE TERRENO NATURAL RAZANTE CANAL FC=140KG/CM2 S=0.69% S=0.026% ROCA SUELTA 70% - TIERRA SUELTA 30% LÁMINA N° : PG-06 ESC:REFERENCIAL ESC:REFERENCIAL ESC:REFERENCIAL ESC:REFERENCIAL ESC:REFERENCIAL N = 8 790 100 N = 8 790 600 N = 8 791 100 N = 8 791 600 N = 8 789 600 N = 8 790 100 N = 8 790 600 N = 8 791 100 N = 8 791 600 N = 8 789 600 NC 2515.000 m 2510.000 m 2510.000 m 2510.000 m 2505.000 m 2505.000 m 2505.000 m 2505.000 m 2505.000 m 2500.000 m 2500.000 m 2495.000 m 2490.000 m 0.000 m HACIA COCHAMARCA HACIA HUACHO VIENE CANAL 2250 msnm RIO E=269 900 m E=269 400 m PLANO CLAVE CANAL DE RIEGO MEJORAMIENTO DEL SISTEMA DE RIEGO CANAL PRINCIPAL TOPOGRAFICO PLANTA Y CIP Nº: PG-02 LÁMINA N° : REVISADO POR: PROYECTO: PLANO: UBICACION: ING. RESPONSABLE: DISTRITO : REGION : PROVINCIA : INDICADA ESCALA: DISEÑO: SET- 2006 FECHA: COMIENZO DE CANAL TERMINO DE CANAL TODOS LOS PLANOS PLOTEAR EN ESCAL 1 EN 0.5

Language	Spanish
Drawing Type	Block
Category	Handbooks & Manuals
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, canal, DWG, improving, irrigation, irrigation system, pipes, route, system, tube, tubes