011 Ejemplo de Calculo de Libreta Topografica

9
CALCULO: Rodelbi Fuentes PROYECTO: INTRODUCCION DE AGUA POTABLE COMUNIDAD: canton morales , aldea granadillo MUNICIPIO/DEPTO: Colotenango, Huehuetenango FECHA: abr-10 EST. P.O. AZIMUT DIST. HOR. DIST. ACUMU. COTA ZENIT ∆H ALT. INSTR HILO MED. HILO SUPE. 1000.000 0 0.1 257.5833 5.19 PIE.DE.TALUD 1000.729 87.03 0.27 1.460 1.0000 1.026 0 0.2 185.2250 3.40 NACIMIENTO No 1000.478 89.69 0.02 1.460 1.0000 1.017 0 0.3 145.3667 5.90 PIE.DE.TALUD 1001.209 82.77 0.75 1.460 1.0000 1.030 0 0.4 2.7889 3.97 CENTRO DE ARR 999.133 94.70 -0.33 1.460 2.0000 2.020 0 1 2.7889 7.19 7.19 998.744 103.43 -1.72 1.460 1.0000 1.038 1 1.01 358.6444 10.62 CAMBIO 995.868 97.49 -1.40 1.520 3.0000 3.054 1 2 358.6444 24.03 31.22 997.260 94.77 -2.00 1.520 1.0000 1.121 2 3 3.7708 20.95 52.17 995.638 92.88 -1.05 1.430 2.0000 2.105 3 4 11.7333 18.36 70.53 980.994 129.47 -15.11 1.470 1.0000 1.154 4 5 1.5833 20.31 90.83 971.555 116.15 -9.97 1.530 1.0000 1.126 5 6 4.2167 5.30 96.14 971.322 97.65 -0.71 1.480 1.0000 1.027 6 7 3.6111 42.18 138.31 956.962 109.38 -14.84 1.480 1.0000 1.237 7 8 331.8667 6.86 145.17 951.112 127.87 -5.33 1.480 2.0000 2.055 8 8.01 83.1500 8.69 PIE.DE.TALUD 954.830 68.75 3.38 1.340 1.0000 1.050 8 8.02 107.2833 8.04 NACIMIENTO No 954.508 69.18 3.06 1.340 1.0000 1.046 8 8.03 132.0417 7.90 PIE.DE.TALUD 955.330 63.84 3.88 1.340 1.0000 1.049 8 9 12.3000 13.13 158.30 947.375 107.24 -4.08 1.340 1.0000 1.072 9 10 22.4000 9.76 168.06 945.354 98.98 -1.54 1.520 2.0000 2.050 10 10.01 314.9000 2.33 PIE 941.822 130.20 -1.97 1.440 3.0000 3.020 10 10.02 314.9000 8.05 PIE 941.028 108.97 -2.77 1.440 3.0000 3.045 10 11 314.9000 12.04 180.10 944.416 96.53 -1.38 1.440 1.0000 1.061 11 12 342.8250 16.27 196.37 943.521 95.11 -1.46 1.560 1.0000 1.082 12 13 357.0000 45.43 241.80 946.693 86.51 2.77 1.400 1.0000 1.228 13 14 334.3667 11.79 253.60 946.830 91.38 -0.28 1.420 1.0000 1.059 14 15 330.1000 33.38 286.98 946.302 91.46 -0.85 1.320 1.0000 1.167 15 16 324.5583 17.55 304.52 945.766 93.15 -0.97 1.430 1.0000 1.088 16 17 299.6917 19.98 324.51 945.588 91.60 -0.56 1.380 1.0000 1.100 17 18 243.3444 25.02 349.53 940.612 102.23 -5.43 1.450 1.0000 1.131 18 18.01 289.2833 5.46 CAMBIO 938.106 99.12 -0.88 1.370 3.0000 3.028 18 19 289.2833 18.99 368.52 941.358 88.87 0.38 1.370 1.0000 1.095 19 20 311.6500 36.20 404.72 941.484 90.43 -0.27 1.400 1.0000 1.181 20 21 319.0792 34.39 439.11 941.274 91.03 -0.62 1.410 1.0000 1.172 21 22 301.6292 24.00 463.11 942.019 89.20 0.34 1.410 1.0000 1.120 22 23 298.1278 47.60 510.70 942.808 89.70 0.25 1.540 1.0000 1.238 23 24 298.4083 27.78 538.49 943.999 88.51 0.72 1.470 1.0000 1.139 24 25 304.6278 33.95 572.43 945.778 87.76 1.33 1.450 1.0000 1.170 25 26 281.4167 16.17 588.60 945.530 92.65 -0.75 1.500 1.0000 1.081 26 27 242.6833 47.99 636.59 945.449 90.62 -0.52 1.440 1.0000 1.240 27 28 247.6917 55.68 692.27 943.254 92.66 -2.59 1.390 1.0000 1.279 28 29 261.4833 40.50 732.77 941.654 92.88 -2.04 1.440 1.0000 1.203 Página 1

Transcript of 011 Ejemplo de Calculo de Libreta Topografica

Page 1: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

1000.000

0 0.1 257.5833 5.19 PIE.DE.TALUD 1000.729 87.03 0.27 1.460 1.0000 1.026

0 0.2 185.2250 3.40 NACIMIENTO No.11000.478 89.69 0.02 1.460 1.0000 1.017

0 0.3 145.3667 5.90 PIE.DE.TALUD 1001.209 82.77 0.75 1.460 1.0000 1.030

0 0.4 2.7889 3.97 CENTRO DE ARROYO999.133 94.70 -0.33 1.460 2.0000 2.020

0 1 2.7889 7.19 7.19 998.744 103.43 -1.72 1.460 1.0000 1.038

1 1.01 358.6444 10.62 CAMBIO 995.868 97.49 -1.40 1.520 3.0000 3.054

1 2 358.6444 24.03 31.22 997.260 94.77 -2.00 1.520 1.0000 1.121

2 3 3.7708 20.95 52.17 995.638 92.88 -1.05 1.430 2.0000 2.105

3 4 11.7333 18.36 70.53 980.994 129.47 -15.11 1.470 1.0000 1.154

4 5 1.5833 20.31 90.83 971.555 116.15 -9.97 1.530 1.0000 1.126

5 6 4.2167 5.30 96.14 971.322 97.65 -0.71 1.480 1.0000 1.027

6 7 3.6111 42.18 138.31 956.962 109.38 -14.84 1.480 1.0000 1.237

7 8 331.8667 6.86 145.17 951.112 127.87 -5.33 1.480 2.0000 2.055

8 8.01 83.1500 8.69 PIE.DE.TALUD 954.830 68.75 3.38 1.340 1.0000 1.050

8 8.02 107.2833 8.04 NACIMIENTO No.2 954.508 69.18 3.06 1.340 1.0000 1.046

8 8.03 132.0417 7.90 PIE.DE.TALUD 955.330 63.84 3.88 1.340 1.0000 1.049

8 9 12.3000 13.13 158.30 947.375 107.24 -4.08 1.340 1.0000 1.072

9 10 22.4000 9.76 168.06 945.354 98.98 -1.54 1.520 2.0000 2.050

10 10.01 314.9000 2.33 PIE 941.822 130.20 -1.97 1.440 3.0000 3.020

10 10.02 314.9000 8.05 PIE 941.028 108.97 -2.77 1.440 3.0000 3.045

10 11 314.9000 12.04 180.10 944.416 96.53 -1.38 1.440 1.0000 1.061

11 12 342.8250 16.27 196.37 943.521 95.11 -1.46 1.560 1.0000 1.082

12 13 357.0000 45.43 241.80 946.693 86.51 2.77 1.400 1.0000 1.228

13 14 334.3667 11.79 253.60 946.830 91.38 -0.28 1.420 1.0000 1.059

14 15 330.1000 33.38 286.98 946.302 91.46 -0.85 1.320 1.0000 1.167

15 16 324.5583 17.55 304.52 945.766 93.15 -0.97 1.430 1.0000 1.088

16 17 299.6917 19.98 324.51 945.588 91.60 -0.56 1.380 1.0000 1.100

17 18 243.3444 25.02 349.53 940.612 102.23 -5.43 1.450 1.0000 1.131

18 18.01 289.2833 5.46 CAMBIO 938.106 99.12 -0.88 1.370 3.0000 3.028

18 19 289.2833 18.99 368.52 941.358 88.87 0.38 1.370 1.0000 1.095

19 20 311.6500 36.20 404.72 941.484 90.43 -0.27 1.400 1.0000 1.181

20 21 319.0792 34.39 439.11 941.274 91.03 -0.62 1.410 1.0000 1.172

21 22 301.6292 24.00 463.11 942.019 89.20 0.34 1.410 1.0000 1.120

22 23 298.1278 47.60 510.70 942.808 89.70 0.25 1.540 1.0000 1.238

23 24 298.4083 27.78 538.49 943.999 88.51 0.72 1.470 1.0000 1.139

24 25 304.6278 33.95 572.43 945.778 87.76 1.33 1.450 1.0000 1.170

25 26 281.4167 16.17 588.60 945.530 92.65 -0.75 1.500 1.0000 1.081

26 27 242.6833 47.99 636.59 945.449 90.62 -0.52 1.440 1.0000 1.240

27 28 247.6917 55.68 692.27 943.254 92.66 -2.59 1.390 1.0000 1.279

28 29 261.4833 40.50 732.77 941.654 92.88 -2.04 1.440 1.0000 1.203

Página 1

Page 2: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

29 30 250.8708 13.69 746.46 938.949 102.82 -3.11 1.410 1.0000 1.072

30 31 243.8667 32.25 778.71 932.259 101.57 -6.60 1.410 1.5000 1.668

31 32 269.9417 14.00 792.71 932.658 90.37 -0.09 1.490 1.0000 1.070

32 33 352.9667 22.77 815.48 932.327 92.02 -0.80 1.470 1.0000 1.114

33 34 356.5333 17.58 833.07 932.310 91.72 -0.53 1.510 1.0000 1.088

34 35 335.4708 16.00 849.07 932.836 89.69 0.09 1.440 1.0000 1.080

35 36 316.1583 14.60 863.67 933.273 90.29 -0.07 1.510 1.0000 1.073

36 37 285.3625 7.00 870.66 933.845 88.83 0.14 1.430 1.0000 1.035

37 38 246.6917 8.15 878.81 932.381 103.22 -1.91 1.450 1.0000 1.043

38 39 234.4500 7.81 886.63 929.609 112.85 -3.29 1.520 1.0000 1.046

39 40 254.0250 18.99 905.62 929.595 91.28 -0.42 1.410 1.0000 1.095

40 41 231.8667 43.10 948.71 922.499 99.87 -7.50 1.400 1.0000 1.222

41 42 249.7250 27.37 976.09 923.834 88.23 0.84 1.490 1.0000 1.137

42 43 264.3250 24.00 1,000.09 924.555 89.57 0.18 1.540 1.0000 1.120

43 44 262.0417 25.37 1,025.45 925.911 88.00 0.89 1.470 1.0000 1.127

44 45 232.4375 6.57 1,032.02 925.916 93.96 -0.45 1.460 1.0000 1.033

45 46 206.4792 110.74 1,142.76 920.460 92.80 -5.42 1.460 1.5000 1.555

46 47 189.3833 12.27 1,155.03 919.645 95.93 -1.27 1.460 1.0000 1.062

47 48 242.3000 27.99 1,183.01 901.128 124.08 -18.94 1.420 1.0000 1.204

48 48.01 268.9167 7.23 CENTRO .DE. QUEBRADA891.146 137.77 -7.96 1.480 3.5000 3.580

48 48.02 268.9167 14.88 CORONA 900.289 95.07 -1.32 1.480 1.0000 1.075

48 49 268.9167 35.88 1,218.89 919.699 63.24 18.09 1.480 1.0000 1.225

49 50 236.8000 37.01 1,255.90 936.280 66.52 16.08 1.500 1.0000 1.220

50 51 226.9833 17.59 1,273.50 937.035 88.78 0.38 1.380 1.0000 1.088

51 52 236.6222 45.89 1,319.38 939.787 87.17 2.27 1.480 1.0000 1.230

52 53 243.5583 20.79 1,340.17 938.223 95.81 -2.11 1.550 1.0000 1.105

53 54 215.9333 50.37 1,390.53 947.746 79.79 9.07 1.450 1.0000 1.260

54 55 226.5500 58.96 1,449.50 949.811 88.54 1.51 1.560 1.0000 1.295

55 55.01 359.3667 9.00 NACIMIENTO No.3 950.209 90.65 -0.10 1.500 1.0000 1.045

55 55.02 357.8667 10.99 CORONA 953.636 73.18 3.32 1.500 1.0000 1.060

55 55.03 310.8333 12.59 NACIMIENTO No.4 953.881 74.17 3.57 1.500 1.0000 1.068

55 55.04 310.8333 14.40 CORONA 957.514 63.42 7.20 1.500 1.0000 1.090

55 56 263.9667 36.08 1,485.58 962.793 70.92 12.48 1.500 1.0000 1.202

56 56.01 245.2167 3.97 PIE.DE.TALUD 962.897 94.85 -0.34 1.440 1.0000 1.020

56 56.02 293.0833 3.58 NACIMIENTO No.5 962.974 94.15 -0.26 1.440 1.0000 1.018

56 56.03 345.5833 2.52 PIE.DE.TALUD 962.787 100.04 -0.45 1.440 1.0000 1.013

56 56.04 245.2167 5.44 CORONA 965.951 63.48 2.72 1.440 1.0000 1.034

56 56.05 293.0833 5.06 CORONA 967.090 52.70 3.86 1.440 1.0000 1.040

56 56.06 345.5833 2.95 CORONA 964.820 61.70 1.59 1.440 1.0000 1.019

0 1000.000

49 57 14.0000 14.03 1,232.92 916.504 104.76 -3.70 1.500 1.0000 1.075

57 58 355.4000 14.41 1,247.33 913.659 103.18 -3.38 1.530 1.0000 1.076

Página 2

Page 3: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

58 59 334.3333 45.46 1,292.78 909.229 96.24 -4.97 1.540 1.0000 1.230

59 60 346.1167 38.72 1,331.50 907.933 92.64 -1.79 1.490 1.0000 1.194

60 61 338.2778 25.51 1,357.01 906.894 93.48 -1.55 1.510 1.0000 1.128

61 62 337.5778 21.58 1,378.59 905.689 91.63 -0.62 1.410 2.0000 2.108

62 63 314.2000 13.58 1,392.17 905.578 92.37 -0.56 1.450 1.0000 1.068

63 64 308.8250 22.83 1,415.00 903.146 97.22 -2.89 1.460 1.0000 1.112

64 65 324.6667 15.77 1,430.77 904.299 87.48 0.69 1.460 1.0000 1.079

65 66 322.9167 34.31 1,465.08 902.998 92.94 -1.76 1.460 1.0000 1.172

66 67 340.0667 14.80 1,479.88 903.250 90.53 -0.14 1.390 1.0000 1.074

67 68 340.4083 22.84 1,502.72 901.781 94.78 -1.91 1.440 1.0000 1.115

68 69 349.8583 33.20 1,535.92 901.910 90.45 -0.26 1.390 1.0000 1.166

69 70 351.1500 35.59 1,571.51 902.806 89.25 0.47 1.430 1.0000 1.178

70 71 359.0167 37.40 1,608.91 904.959 85.87 2.70 1.450 2.0000 2.188

71 72 338.8958 10.06 1,618.97 904.245 96.77 -1.19 1.480 1.0000 1.051

72 73 283.8944 41.98 1,660.95 903.898 91.18 -0.87 1.520 1.0000 1.210

73 74 278.7333 48.79 1,709.74 901.112 93.78 -3.23 1.440 1.0000 1.245

74 75 269.8417 18.25 1,727.99 898.355 99.84 -3.17 1.410 1.0000 1.094

75 75.01 253.2167 7.34 CORONA 895.149 116.73 -3.70 1.490 1.0000 1.046

75 75.02 253.2167 11.17 CENTRO 892.219 116.74 -5.63 1.490 2.0000 2.070

75 75.03 253.2167 15.49 CORONA 895.520 102.12 -3.32 1.490 1.0000 1.081

75 76 253.2167 20.37 1,748.37 898.112 92.06 -0.73 1.490 1.0000 1.102

76 77 306.2389 25.58 1,773.95 898.333 88.38 0.72 1.500 2.0000 2.128

77 78 307.0500 63.52 1,837.47 896.514 92.03 -2.25 1.430 1.0000 1.318

78 78.01 333.5667 2.99 CORONA 896.805 92.85 -0.15 1.440 1.0000 1.015

78 78.02 333.5667 5.99 CENTRO 893.043 107.70 -1.91 1.440 3.0000 3.028

78 78.03 333.5667 13.40 CORONA 897.153 89.15 0.20 1.440 1.0000 1.067

78 79 333.5667 23.00 1,860.47 896.901 90.13 -0.05 1.440 1.0000 1.115

79 80 301.2278 14.55 1,875.02 896.594 93.29 -0.84 1.530 1.0000 1.073

80 81 306.0333 49.67 1,924.69 890.265 97.78 -6.79 1.460 1.0000 1.253

81 82 327.4667 65.32 1,990.01 901.238 80.90 10.46 1.510 1.0000 1.335

82 83 306.7056 26.59 2,016.60 902.184 88.78 0.57 1.380 1.0000 1.133

83 84 286.4458 23.92 2,040.53 902.924 86.77 1.35 1.390 2.0000 2.120

84 85 299.2833 46.01 2,086.53 894.809 100.53 -8.56 1.440 1.0000 1.238

85 86 302.6111 52.38 2,138.91 896.398 88.81 1.09 1.500 1.0000 1.262

86 87 300.9833 63.78 2,202.69 900.592 86.65 3.73 1.460 1.0000 1.320

87 88 293.2222 72.59 2,275.29 900.769 89.39 0.77 1.410 2.0000 2.363

88 89 293.1333 54.72 2,330.00 897.351 94.12 -3.94 1.520 1.0000 1.275

89 90 260.3667 28.19 2,358.20 895.362 94.88 -2.41 1.420 1.0000 1.142

90 91 254.5583 46.59 2,404.78 892.660 93.88 -3.16 1.460 1.0000 1.234

91 92 261.9750 11.91 2,416.69 891.955 94.92 -1.02 1.320 1.0000 1.060

92 93 245.2583 32.63 2,449.33 888.903 96.06 -3.46 1.410 1.0000 1.165

93 94 241.3167 40.18 2,489.51 888.524 91.13 -0.79 1.410 1.0000 1.201

Página 3

Page 4: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

94 95 261.3611 30.39 2,519.90 889.364 89.13 0.46 1.380 1.0000 1.152

95 96 239.7333 65.85 2,585.76 885.639 92.72 -3.12 1.400 2.0000 2.330

96 97 230.7250 42.52 2,628.28 884.154 92.42 -1.79 1.310 1.0000 1.213

97 98 220.8250 15.57 2,643.85 883.915 92.53 -0.69 1.450 1.0000 1.078

98 99 238.0333 35.55 2,679.39 885.752 87.75 1.40 1.440 1.0000 1.178

99 100 246.4500 31.59 2,710.99 885.649 90.97 -0.53 1.430 1.0000 1.158

100 101 205.0167 11.38 2,722.36 885.634 92.54 -0.50 1.490 1.0000 1.057

101 102 171.2500 11.66 2,734.02 883.549 102.13 -2.51 1.420 1.0000 1.061

102 103 242.0167 37.46 2,771.48 860.322 121.20 -22.69 1.460 2.0000 2.256

103 103.01 246.5667 10.18 CORONA 852.605 121.50 -6.24 1.520 3.0000 3.070

103 103.02 246.5667 16.31 CENTRO 847.937 123.77 -10.90 1.520 3.0000 3.118

103 104 246.5667 22.70 2,794.18 850.958 113.53 -9.88 1.520 1.0000 1.135

104 105 245.1500 18.56 2,812.74 849.316 96.55 -2.13 1.490 1.0000 1.094

105 106 232.7722 27.02 2,839.75 846.558 96.79 -3.22 1.460 1.0000 1.137

106 107 247.1278 21.60 2,861.35 847.116 89.77 0.09 1.470 1.0000 1.108

107 108 245.3042 11.40 2,872.76 850.244 77.12 2.61 1.520 1.0000 1.060

108 109 236.5500 19.37 2,892.12 854.220 79.77 3.50 1.480 1.0000 1.100

109 110 252.8083 15.19 2,907.31 849.456 109.05 -5.24 1.480 1.0000 1.085

110 111 254.5944 58.97 2,966.29 818.142 117.53 -30.74 1.430 2.0000 2.375

111 112 261.6292 16.99 2,983.28 805.498 125.44 -12.09 1.450 2.0000 2.128

112 113 255.9500 36.85 3,020.13 777.429 127.78 -28.57 1.500 1.0000 1.295

113 114 246.3167 15.86 3,035.99 768.863 119.64 -9.03 1.460 1.0000 1.105

114 115 263.0500 22.87 3,058.86 752.398 124.90 -15.95 1.490 2.0000 2.170

115 115.01 259.1722 7.89 CORONA 748.881 117.32 -4.08 1.560 1.0000 1.050

115 115.02 259.1722 9.65 PIE 746.194 116.28 -4.76 1.560 3.0000 3.060

115 115.03 259.1722 18.79 PIE 747.463 106.30 -5.50 1.560 1.0000 1.102

115 115.04 259.1722 21.95 CORONA 751.885 92.80 -1.07 1.560 1.0000 1.110

115 116 259.1722 138.29 3,197.16 834.869 59.06 82.91 1.560 2.0000 2.940

116 117 260.3333 29.51 3,226.67 852.122 60.45 16.73 1.520 1.0000 1.195

117 118 264.6667 14.56 3,241.23 858.369 68.60 5.71 1.540 1.0000 1.084

118 119 246.6250 20.26 3,261.50 864.723 73.68 5.93 1.420 1.0000 1.110

119 120 231.3750 45.15 3,306.64 882.087 68.43 17.84 1.520 2.0000 2.261

120 121 266.4250 34.80 3,341.44 881.641 89.98 0.01 1.540 2.0000 2.174

121 122 253.1889 18.86 3,360.31 878.412 101.18 -3.73 1.500 1.0000 1.098

122 123 237.1917 133.43 3,493.74 870.095 93.73 -8.71 1.390 1.0000 1.670

123 124 233.8500 37.14 3,530.88 869.114 92.28 -1.48 1.500 1.0000 1.186

124 125 218.4667 37.20 3,568.08 868.738 89.78 0.14 1.480 2.0000 2.186

125 126 202.2000 40.70 3,608.78 867.178 92.80 -1.99 1.430 1.0000 1.204

126 127 206.1000 43.20 3,651.98 866.185 90.60 -0.45 1.460 2.0000 2.216

127 127.01 247.8056 19.14 CORONA 848.801 131.38 -16.86 1.480 2.0000 2.170

127 127.02 247.8056 22.22 CENTRO 845.789 131.81 -19.88 1.480 2.0000 2.200

127 127.03 247.8056 25.77 CORONA 848.481 125.21 -18.18 1.480 1.0000 1.193

Página 4

Page 5: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

127 127.04 247.8056 58.99 CAMBIO 850.282 104.62 -15.38 1.480 2.0000 2.315

127 127.05 247.8056 111.88 CAMBIO 844.199 100.86 -21.47 1.480 2.0000 2.580

127 128 247.8056 142.18 3,794.16 850.591 96.45 -16.07 1.480 1.0000 1.720

128 129 266.7333 19.68 3,813.84 842.521 111.07 -7.58 1.510 2.0000 2.113

129 130 284.9708 29.56 3,843.40 821.965 125.50 -21.09 1.530 1.0000 1.223

130 131 270.0333 46.75 3,890.15 793.057 121.28 -28.40 1.490 2.0000 2.320

131 131.01 239.9250 25.83 CORONA 768.213 132.15 -23.38 1.540 3.0000 3.235

131 131.02 239.9250 32.77 CENTRO.QUEBRADA761.725 132.35 -29.87 1.540 3.0000 3.300

131 131.03 239.9250 38.99 CORONA 766.842 123.45 -25.76 1.540 2.0000 2.280

131 131.04 239.9250 78.56 CAMBIO 803.241 82.28 10.64 1.540 2.0000 2.400

131 132 239.9250 196.55 4,086.69 863.326 70.21 70.73 1.540 2.0000 3.110

132 133 258.2111 19.23 4,105.93 866.397 82.12 2.66 1.410 1.0000 1.098

133 134 243.5750 21.08 4,127.00 865.215 94.40 -1.62 1.440 1.0000 1.106

134 135 242.1417 39.82 4,166.82 855.400 103.17 -9.32 1.500 2.0000 2.210

135 135.01 275.1667 18.10 CORONA 840.454 126.48 -13.39 1.440 3.0000 3.140

135 135.02 275.1667 23.02 CENTRO.QUEBRADA834.553 126.91 -17.29 1.440 5.0000 5.180

135 135.03 275.1667 27.16 CORONA 838.681 122.28 -17.16 1.440 1.0000 1.190

135 136 275.1667 65.90 4,232.72 857.442 87.74 2.60 1.440 2.0000 2.330

136 137 293.3083 11.94 4,244.66 857.746 86.05 0.82 1.480 2.0000 2.060

137 138 270.8833 7.69 4,252.36 856.332 104.39 -1.97 1.560 1.0000 1.041

138 139 260.8500 41.75 4,294.10 844.169 106.90 -12.68 1.520 1.0000 1.228

139 139.01 274.7750 22.56 CORONA 826.669 128.67 -18.05 1.550 1.0000 1.185

139 139.02 274.7750 25.40 CENTRO.QUEBRADA823.813 128.08 -19.91 1.550 2.0000 2.205

139 139.03 274.7750 29.16 CORONA 825.130 124.56 -20.09 1.550 0.5000 0.715

139 140 274.7750 78.54 4,372.64 855.431 82.23 10.71 1.550 1.0000 1.400

140 141 274.7750 78.54 4,451.18 866.693 82.23 10.71 1.550 1.0000 1.400

141 142 267.3333 12.98 4,464.16 866.664 92.02 -0.46 1.430 1.0000 1.065

142 143 244.7042 43.94 4,508.11 865.601 92.05 -1.57 1.510 1.0000 1.220

143 144 249.7722 10.98 4,519.08 865.563 92.65 -0.51 1.470 1.0000 1.055

144 145 246.0833 20.41 4,539.50 863.175 97.83 -2.81 1.420 1.0000 1.104

145 146 237.1250 64.94 4,604.44 861.700 91.74 -1.97 1.500 1.0000 1.325

146 147 225.9083 75.95 4,680.39 860.332 91.42 -1.88 1.510 1.0000 1.380

147 148 257.6000 18.35 4,698.74 847.985 122.84 -11.85 1.500 2.0000 2.130

148 149 247.5111 52.14 4,750.88 805.426 128.87 -42.02 1.460 2.0000 2.430

149 150 250.1833 22.70 4,773.58 793.092 119.56 -12.87 1.540 1.0000 1.150

150 150.01 244.3250 8.65 CENTRO.QUEBRADA786.510 125.32 -6.13 1.550 2.0000 2.065

150 151 244.3250 15.02 4,788.60 791.259 99.02 -2.38 1.550 1.0000 1.077

151 152 243.0500 22.79 4,811.39 791.264 91.29 -0.51 1.520 1.0000 1.114

152 153 225.3292 26.23 4,837.62 780.818 110.77 -9.95 1.500 2.0000 2.150

153 153.01 263.4333 3.58 CORONA 777.835 112.65 -1.49 1.510 3.0000 3.021

153 153.02 263.4333 5.99 CENTRO.QUEBRADA775.688 121.31 -3.64 1.510 3.0000 3.041

153 153.03 263.4333 9.63 CORONA 776.549 116.40 -4.78 1.510 1.0000 1.060

Página 5

Page 6: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

153 153.04 263.4333 17.58 CENTRO.QUEBRADA771.510 116.64 -8.82 1.510 2.0000 2.110

153 153.05 263.4333 24.28 CORONA 774.871 104.89 -6.46 1.510 1.0000 1.130

153 153.06 263.4333 34.96 CAMBIO 782.528 88.03 1.20 1.510 1.0000 1.175

153 153.07 263.4333 101.52 CAMBIO 808.879 74.82 27.55 1.510 1.0000 1.545

153 153.08 263.4333 169.91 CAMBIO 849.409 67.88 69.08 1.510 2.0000 2.990

153 154 263.4333 208.07 5,045.68 866.796 67.43 86.47 1.510 2.0000 3.220

154 155 256.8667 39.74 5,085.42 875.758 76.58 9.48 1.480 2.0000 2.210

155 156 254.4792 28.59 5,114.01 875.779 90.90 -0.45 1.470 1.0000 1.143

156 157 250.2750 40.99 5,155.00 873.269 94.12 -2.95 1.440 1.0000 1.206

157 158 248.5444 19.96 5,174.96 870.761 98.46 -2.97 1.460 1.0000 1.102

158 159 237.5000 33.21 5,208.17 862.985 102.34 -7.27 1.490 2.0000 2.174

159 159.01 284.3667 5.53 CORONA 859.083 113.73 -2.43 1.530 3.0000 3.033

159 159.02 284.3667 8.75 CENTRO.QUEBRADA862.028 99.65 -1.49 1.530 1.0000 1.045

159 160 284.3667 24.11 5,232.28 864.993 86.49 1.48 1.530 1.0000 1.121

160 161 273.2750 49.85 5,282.13 861.347 94.80 -4.19 1.540 1.0000 1.251

161 162 292.2875 55.37 5,337.49 863.156 88.59 1.36 1.450 1.0000 1.277

162 163 259.1000 9.98 5,347.47 864.001 87.50 0.44 1.410 1.0000 1.050

163 164 251.7500 43.42 5,390.89 861.651 93.68 -2.79 1.440 1.0000 1.218

164 165 261.6083 37.32 5,428.21 860.377 92.68 -1.74 1.470 1.0000 1.187

165 166 287.7056 47.60 5,475.81 860.399 90.54 -0.45 1.470 1.0000 1.238

166 167 301.4833 46.51 5,522.32 861.954 87.46 2.06 1.490 2.0000 2.233

167 168 257.4833 41.14 5,563.46 859.136 94.54 -3.27 1.450 1.0000 1.207

168 169 258.3000 29.60 5,593.05 859.300 90.53 -0.28 1.440 1.0000 1.148

169 170 268.5375 22.39 5,615.44 859.320 91.28 -0.50 1.520 1.0000 1.112

170 171 234.8833 13.70 5,629.14 858.653 94.91 -1.18 1.510 1.0000 1.069

171 171.01 224.2583 59.84 CAMBIO 856.039 92.98 -3.11 1.500 1.0000 1.300

171 172 224.2583 87.35 5,716.49 869.620 83.17 10.47 1.500 1.0000 1.443

172 173 272.4333 62.20 5,778.69 869.979 90.17 -0.18 1.540 1.0000 1.311

173 174 261.9583 22.23 5,800.92 866.317 100.53 -4.13 1.470 1.0000 1.115

174 175 243.7250 49.22 5,850.14 854.737 103.82 -12.11 1.530 1.0000 1.261

175 176 219.9917 65.63 5,915.77 863.978 82.41 8.75 1.490 1.0000 1.334

176 177 239.1667 25.35 5,941.12 857.954 104.33 -6.47 1.450 1.0000 1.135

177 178 243.8889 25.05 5,966.17 850.420 107.70 -7.99 1.460 1.0000 1.138

178 179 267.0167 30.53 5,996.70 835.776 116.33 -15.10 1.460 1.0000 1.190

179 180 166.3417 59.83 6,056.53 833.115 93.03 -3.17 1.510 1.0000 1.300

180 181 225.2667 40.26 6,096.79 815.971 113.68 -17.65 1.510 1.0000 1.255

181 182 260.9333 33.62 6,130.40 799.085 117.33 -17.38 1.490 1.0000 1.213

182 183 264.4000 51.89 6,182.29 775.493 114.83 -24.01 1.420 1.0000 1.315

183 184 257.2500 34.24 6,216.53 761.043 113.64 -14.99 1.540 1.0000 1.204

184 185 222.0111 20.61 6,237.14 750.065 119.12 -11.48 1.500 1.0000 1.135

185 186 227.0833 25.66 6,262.80 730.242 126.78 -19.18 1.360 2.0000 2.200

186 186.01 239.1667 5.21 CORONA 724.398 129.70 -4.32 1.480 3.0000 3.044

Página 6

Page 7: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

186 186.02 239.1667 6.64 CENTRO.QUEBRADA722.983 130.85 -5.74 1.480 3.0000 3.073

186 186.03 239.1667 10.82 CORONA 723.237 124.67 -7.49 1.480 1.0000 1.080

186 187 239.1667 49.10 6,311.90 742.451 75.47 12.73 1.480 2.0000 2.262

187 188 278.3083 18.23 6,330.13 738.621 100.02 -3.22 1.390 2.0000 2.094

188 189 260.3667 32.32 6,362.45 728.269 108.64 -10.90 1.550 1.0000 1.180

189 190 236.6167 116.15 6,478.60 687.772 109.43 -40.97 1.470 1.0000 1.653

190 191 243.4000 32.46 6,511.06 680.209 102.28 -7.06 1.500 2.0000 2.170

191 192 255.1083 26.40 6,537.46 656.398 131.46 -23.32 1.510 2.0000 2.235

192 193 252.6917 26.82 6,564.28 632.932 131.76 -23.95 1.480 1.0000 1.226

193 193.01 236.8250 16.45 CORONA 614.013 136.72 -17.47 1.550 3.0000 3.175

193 193.02 236.8250 21.73 CENTRO.QUEBRADA607.090 137.72 -23.89 1.550 3.5000 3.740

193 193.03 236.8250 27.35 CORONA 610.181 130.43 -23.30 1.550 1.0000 1.236

193 193.04 236.8250 54.28 CAMBIO 644.169 77.85 11.69 1.550 2.0000 2.284

193 194 236.8250 151.33 6,715.61 704.499 64.55 72.02 1.550 2.0000 2.933

194 195 243.6000 75.22 6,790.83 742.604 63.45 37.59 1.520 1.0000 1.470

195 196 194.8778 37.68 6,828.50 755.846 71.29 12.76 1.480 1.0000 1.210

196 197 238.3667 33.13 6,861.63 760.287 83.22 3.94 1.500 1.0000 1.168

197 198 221.2833 30.86 6,892.50 769.582 73.14 9.35 1.440 1.5000 1.667

198 199 243.8833 20.00 6,912.50 769.864 90.40 -0.14 1.420 1.0000 1.100

199 200 239.8778 37.20 6,949.69 756.297 109.38 -13.09 1.520 2.0000 2.208

200 201 269.7917 9.14 6,958.83 748.909 130.91 -7.92 1.530 1.0000 1.080

201 201.01 276.1000 12.88 CORONA 742.112 116.19 -6.34 1.540 2.0000 2.080

201 201.02 276.1000 17.79 CENTRO.QUEBRADA737.940 120.57 -10.51 1.540 2.0000 2.120

201 201.03 276.1000 22.42 CORONA 740.742 111.23 -8.71 1.540 1.0000 1.129

201 202 276.1000 60.21 7,019.04 768.124 72.77 18.68 1.540 1.0000 1.330

202 203 257.1889 21.06 7,040.10 777.874 64.16 10.20 1.550 2.0000 2.130

203 204 240.9833 72.40 7,112.50 797.764 75.00 19.40 1.490 1.0000 1.388

204 205 238.8222 49.07 7,161.57 812.106 74.19 13.89 1.450 1.0000 1.265

205 206 259.0167 40.61 7,202.18 825.303 72.60 12.73 1.470 1.0000 1.223

206 207 261.5375 66.17 7,268.35 849.158 70.58 23.33 1.520 1.0000 1.372

207 208 341.4917 51.77 7,320.12 852.067 86.20 3.44 1.470 2.0000 2.260

208 209 318.7833 21.76 7,341.89 851.726 92.32 -0.88 1.540 1.0000 1.109

209 210 297.3667 38.07 7,379.96 848.984 93.36 -2.23 1.490 2.0000 2.191

210 211 280.6111 39.46 7,419.42 845.855 95.28 -3.65 1.520 1.0000 1.199

211 212 311.3667 58.99 7,478.41 845.461 90.88 -0.90 1.510 1.0000 1.295

212 213 303.7833 26.78 7,505.18 844.100 91.69 -0.79 1.430 2.0000 2.134

213 214 283.8000 35.74 7,540.92 841.564 94.89 -3.06 1.520 1.0000 1.180

214 215 305.2250 100.68 7,641.60 847.810 86.75 5.72 1.530 1.0000 1.505

215 216 297.9667 26.94 7,668.53 847.037 92.79 -1.31 1.540 1.0000 1.135

216 217 285.9278 49.99 7,718.52 846.820 90.83 -0.73 1.510 1.0000 1.250

217 218 300.1778 64.58 7,783.10 846.145 91.08 -1.21 1.540 1.0000 1.323

218 219 311.0500 28.30 7,811.40 845.023 93.36 -1.66 1.540 1.0000 1.142

Página 7

Page 8: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

219 220 309.6667 46.99 7,858.39 846.247 89.12 0.72 1.500 1.0000 1.235

220 221 297.2667 47.38 7,905.77 844.889 91.05 -0.87 1.510 2.0000 2.237

221 222 261.6889 25.77 7,931.55 843.494 91.86 -0.83 1.440 2.0000 2.129

222 223 256.2500 9.21 7,940.75 841.618 104.23 -2.34 1.460 1.0000 1.049

223 223.01 269.9167 17.99 CAMBIO 830.870 121.96 -11.23 1.480 1.0000 1.125

223 223.01 269.9167 43.80 CAMBIO 841.818 90.37 -0.28 1.480 1.0000 1.219

223 224 269.9167 79.20 8,019.95 840.683 90.30 -0.41 1.480 2.0000 2.396

224 225 246.3750 33.74 8,053.69 839.786 92.42 -1.43 1.530 1.0000 1.169

225 226 215.9667 32.17 8,085.86 841.374 88.12 1.06 1.530 1.0000 1.161

226 227 202.3417 85.00 8,170.86 842.087 89.88 0.17 1.540 1.0000 1.425

227 228 184.5833 37.00 8,207.86 839.871 94.17 -2.70 1.480 1.0000 1.186

228 229 165.4542 25.95 8,233.81 841.578 87.49 1.14 1.570 1.0000 1.130

229 229.01 192.0250 59.92 CAMBIO 831.059 99.49 -10.02 1.500 2.0000 2.308

229 230 192.0250 214.44 8,448.25 852.066 87.07 10.99 1.500 2.0000 3.075

230 231 175.9000 42.00 8,490.24 852.220 90.50 -0.37 1.520 1.0000 1.210

231 232 143.9083 43.47 8,533.71 850.229 93.19 -2.42 1.430 1.0000 1.218

232 233 168.5500 64.78 8,598.49 846.955 93.32 -3.75 1.480 1.0000 1.325

233 234 134.0500 53.54 8,652.03 845.644 91.94 -1.81 1.500 1.0000 1.268

234 235 124.1444 58.98 8,711.01 847.089 89.03 1.00 1.450 1.0000 1.295

235 236 164.3000 11.19 8,722.20 847.265 91.71 -0.33 1.510 1.0000 1.056

236 237 197.2000 65.86 8,788.06 840.775 96.05 -6.98 1.490 1.0000 1.333

237 238 166.7778 54.28 8,842.35 830.058 101.68 -11.22 1.500 1.0000 1.283

238 239 137.3778 47.21 8,889.55 821.354 101.03 -9.20 1.500 1.0000 1.245

239 240 175.6167 13.27 8,902.82 818.760 103.21 -3.11 1.520 1.0000 1.070

240 241 204.6583 38.01 8,940.83 810.589 102.89 -8.70 1.530 1.0000 1.200

241 242 185.3750 58.08 8,998.91 800.038 100.81 -11.09 1.540 1.0000 1.301

242 243 169.5750 100.78 9,099.69 781.428 100.74 -19.11 1.500 1.0000 1.522

243 244 153.2583 36.90 9,136.59 793.184 101.41 -7.44 1.590 1.0000 1.192

244 245 126.9917 104.15 9,240.73 784.584 98.73 -15.98 1.530 1.0000 1.533

245 246 157.1667 81.25 9,321.98 785.613 100.42 -14.94 1.520 1.0000 1.420

246 247 130.2833 19.34 9,341.32 797.015 100.47 -3.57 1.550 1.0000 1.100

247 248 185.4833 80.81 9,422.14 762.453 115.26 -38.12 1.540 1.0000 1.494

248 249 178.8000 46.99 9,469.13 769.298 122.73 -30.20 1.460 2.0000 2.332

249 249.01 170.9750 71.47 CAMBIO 754.353 122.28 -45.15 1.470 2.0000 2.500

249 250 170.9750 113.96 9,583.09 743.180 116.70 -57.33 1.470 1.0000 1.714

250 251 182.0278 75.21 9,658.30 779.665 105.51 -20.87 1.500 1.0000 1.405

251 252 203.6417 63.03 9,721.32 779.612 108.40 -20.97 1.540 1.0000 1.350

252 253 198.7556 110.97 9,832.30 760.784 109.70 -39.73 1.480 1.0000 1.626

253 254 203.6167 105.84 9,938.14 759.677 111.10 -40.84 1.480 1.0000 1.608

254 255 206.5667 125.21 10,063.35 763.779 106.36 -36.76 1.500 1.0000 1.680

255 256 211.6917 33.73 10,097.08 788.578 109.58 -12.00 1.540 1.0000 1.190

256 257 209.9500 66.57 10,163.65 784.636 103.49 -15.97 1.570 1.0000 1.352

Página 8

Page 9: 011 Ejemplo de Calculo de Libreta Topografica

CALCULO: Rodelbi Fuentes

PROYECTO: INTRODUCCION DE AGUA POTABLE

COMUNIDAD: canton morales , aldea granadilloMUNICIPIO/DEPTO: Colotenango, Huehuetenango

FECHA: abr-10

EST. P.O. AZIMUTDIST.

HOR.DIST. ACUMU. COTA ZENIT ∆H

ALT.

INSTR

HILO

MED.

HILO

SUPE.

257 258 218.1111 37.93 10,201.57 789.092 106.83 -11.48 1.530 1.0000 1.207

258 259 218.8750 102.07 10,303.64 766.589 108.43 -34.01 1.560 1.0000 1.567

259 260 217.2292 39.72 10,343.36 791.981 102.27 -8.64 1.580 1.0000 1.208

260 261 207.5583 115.15 10,458.51 769.382 105.16 -31.20 1.540 1.0000 1.618

261 262 196.6833 52.55 10,511.06 787.100 104.38 -13.47 1.530 1.0000 1.280

262 263 181.2500 58.83 10,569.89 776.326 111.55 -23.23 1.520 2.0000 2.340

263 264 189.9833 41.76 10,611.65 777.921 118.43 -22.61 1.490 1.0000 1.270

264 265 181.4611 39.11 10,650.76 783.733 113.35 -16.88 1.580 1.0000 1.232

265 266 190.7750 34.84 10,685.60 786.105 112.48 -14.41 1.480 1.0000 1.204

266 267 188.7417 54.35 10,739.95 769.854 119.37 -30.58 1.400 1.0000 1.560

267 268 193.1833 75.17 10,815.12 760.032 118.32 -40.51 1.500 1.0000 1.485

268 269 204.1833 75.71 10,890.84 770.827 110.77 -28.71 1.500 2.0000 2.433

269 270 164.3417 48.58 10,939.41 784.305 108.48 -16.23 1.500 1.0000 1.270

270 270.01 351.6833 1.83 ENTRADA 798.014 107.16 -0.56 1.540 3.0000 3.010

270 271 189.7667 13.16 10,952.57 799.846 93.18 -0.73 1.540 1.0000 1.066

271 271.01 191.4333 3.65 SALIDA 796.171 123.03 -2.38 1.510 3.0000 3.026

271 272 226.4500 26.49 10,979.06 793.426 105.05 -7.12 1.510 1.0000 1.142

272 272.01 220.9333 3.40 PIE.RIO 796.739 134.17 -3.30 1.500 1.5000 1.533

272 272.02 220.9333 9.77 ORILLA.RIO 794.747 120.67 -5.79 1.500 1.0000 1.066

272 272.03 220.9333 23.42 ORILLA.RIO 794.455 104.56 -6.08 1.500 1.0000 1.125

272 272.04 220.9333 29.56 CAMBIO 795.547 99.58 -4.99 1.500 1.0000 1.152

272 272.05 220.9333 34.30 PIE.RIO 798.710 93.05 -1.83 1.500 1.0000 1.172

272 272.06 220.9333 39.28 CORONA 805.838 82.32 5.30 1.500 1.0000 1.200

272 272.07 220.9333 87.98 CAMBIO 837.371 67.28 36.83 1.500 1.0000 1.517

272 273 220.9333 132.12 11,111.18 872.123 61.22 72.59 1.500 2.0000 2.860

273 274 205.5292 80.59 11,191.77 855.455 55.73 54.91 1.510 1.0000 1.590

274 275 215.3667 38.47 11,230.24 820.123 63.07 19.55 1.540 1.0000 1.242

275 276 225.6056 74.93 11,305.17 831.861 67.33 31.29 1.530 1.0000 1.440

276 277 212.6292 116.93 11,422.10 840.239 71.25 39.69 1.510 1.0000 1.652

277 278 184.2625 79.92 11,502.02 826.751 71.18 27.23 1.480 2.0000 2.446

278 279 178.5500 32.71 11,534.73 803.688 84.62 3.08 1.570 1.0000 1.165

279 280 175.9542 62.85 11,597.58 802.628 87.19 3.08 1.510 2.0000 2.315

280 281 184.6167 60.68 11,658.26 796.808 92.57 -2.72 1.490 2.0000 2.304

281 524 217.4278 76.74 11,735.00 797.396 91.58 -2.12 1.480 2.0000 2.384

Página 9