03 Anexos Memoria Descriptiva

  • Published on
    30-Jan-2016

  • View
    216

  • Download
    0

DESCRIPTION

describe

Transcript

Proyecto de Tesis Doctoral - Roberto Alfaro Alejo

Rehabilitacin de la Irrigacin CanteraMEMORIA DESCRIPTIVA

ESTUDIO DEFINITIVO

Rehabilitacin de la Irrigacin CanteraMEMORIA DESCRIPTIVA

ESTUDIO DEFINITIVO

CUADRO N 01 - DIMENSIONAMIENTO DE CANALES IRRIGACION

PROYECTOIRRIGACION CANTERA

UBICACINJULIACA

Canal Principal

CanalPROGRESIVALQbSNVZAPRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CP0+000.000+459.15459.152.501.800.00050.0151.016412.45974.36880.5630.90823.61640.39351.50000.59180.07501.5001.500Trapezoidal

CP0+528.600+676.20147.62.501.800.00050.0151.016412.45974.36880.5630.90823.61640.39351.50000.59180.07501.5001.500Trapezoidal

CP4+744.355+300.00555.652.001.900.000350.0150.837112.38914.34450.54990.86433.62850.32941.10000.23570.07501.2001.200Trapezoidal

CP5+300.006+076.42776.421.551.000.00050.0150.915412.45972.79980.5631.50003.61640.39351.30000.33860.07501.0001.000Trapezoidal

CP6+076.427+006.75930.331.350.800.00050.0150.884211.52683.34210.45680.89882.59750.36821.20000.30120.07501.0001.000Trapezoidal

CP7+006.757+025.0018.251.150.800.00050.0150.849311.35413.14900.43000.83052.46100.36551.20000.36910.07501.0001.000Trapezoidal

CP7+025.007+076.1751.171.150.800.000350.0150.743111.54753.36450.45990.90672.61340.30831.20000.29330.07501.0001.000Trapezoidal

CP7+076.177+924.02847.851.000.800.000350.0150.717511.39373.19420.43630.84652.49300.30641.20000.35350.07501.0001.000Trapezoidal

CP7+924.027+975.0050.980.750.700.000350.0150.667811.12312.86680.39180.76612.23220.30061.00000.23390.07500.8000.800Trapezoidal

CP7+975.008+780.46805.460.750.700.00040.0150.70211.06842.79670.38200.74132.18260.32031.00000.25870.07500.8000.800Trapezoidal

Canal Lateral - 2

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-20+000.001+500.0015000.251.600.00060.0150.62541.5490.39971.68660.23700.40481.39110.37250.60000.19520.05000.8000.800Semicircular

CL-21+500.003+741.372241.370.251.600.00070.0150.66061.4830.37841.65090.22920.38941.37320.40180.50000.11060.05000.8000.800Semicircular

CL-23+741.374+840.391099.020.251.600.00060.0150.62541.5490.39971.68660.23700.40481.39110.37250.60000.19520.05000.8000.800Semicircular

Canal Lateral - 3

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-30+000.003+218.303218.300.201.500.00060.0150.59031.4140.33881.55890.21730.36991.29300.36820.50000.13010.05000.8000.800Semicircular

Canal Lateral - 4

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-40+000.002+861.802861.800.201.500.00070.0150.62351.4140.37561.55890.21120.35581.27610.39710.50000.14420.05000.8000.800Semicircular

Canal Lateral - 5

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-50+000.003+499.963499.960.151.300.00060.0150.55131.2650.27211.38691.19620.33611.13840.36010.50000.16390.05000.8000.800Semicircular

Canal Lateral - 6

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-60+000.003+160.953160.900.251.600.00060.0150.62541.5490.39971.68660.23700.40481.39110.37250.60000.19520.05000.8000.800Semicircular

Canal Lateral - 7

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-70+000.003+000.003000.000.201.500.00060.0150.59031.4140.33881.55890.21730.36991.29300.36820.50000.13010.05000.8000.800Semicircular

Canal Lateral - 8

CanalPROGRESIVALQDSnVD'APRYTFHBLeC1C2Seccin

DEA(m)(m3/seg)(m)(m/m)(-)(m/s)(m)m2(m)(m)(m)(m)(-)(m)(m)(m)(m)(m)

CL-80+000.003+611.473611.470.351.700.00060.0150.75871.6250.46131.80760.25520.43691.48570.43470.60000.16310.05000.8000.800Semicircular

CUADRO N 02PRECIPITACION MEDIA MENSUAL COMPLETADA Y EXTENDIDA (mm)

ESTACION : JULIACALAT-S : 1529'00"DPTO.: Puno

CUENCA: COATALON-W: 7009'00"PROV. : San Roman

CODIGO : 704ALTITUD : 3826 MSNMDIST. : Juliaca

TIPO: CO

AoEne.Feb.Mar.Abr.May.Jun.Jul.Ago.Set.Oct.Nov.Dic.TOTAL

196464.20 108.60 120.80 24.70 15.70 0.00 2.70 0.00 9.80 39.60 56.70 57.90 500.70

196592.50 97.70 77.00 30.00 1.00 0.00 1.00 0.00 9.00 11.90 51.50 141.40 513.00

196658.40 71.70 54.90 18.90 43.50 0.00 0.00 0.00 21.80 34.80 54.50 53.90 412.40

196758.30 79.40 146.60 21.30 9.70 2.20 5.00 12.40 43.60 21.40 7.30 149.70 556.90

196860.60 164.90 53.50 52.00 9.30 4.00 7.00 2.10 29.80 62.80 116.90 28.30 591.20

1969133.40 46.50 29.70 55.70 0.00 3.20 14.20 0.00 8.10 29.20 45.20 31.60 396.80

1970190.40 98.10 115.30 55.60 3.20 0.00 0.00 0.00 22.90 11.80 42.20 114.80 654.30

1971127.20 125.70 90.00 43.30 0.80 0.00 0.70 5.70 10.80 30.80 47.40 103.30 585.70

1972217.70 97.90 109.90 18.80 2.00 0.00 0.00 0.80 29.00 34.50 81.70 74.20 666.50

1973142.30 107.40 74.70 80.30 15.70 1.20 5.40 9.20 20.00 45.00 14.20 44.40 559.80

1974150.90 79.00 69.90 19.90 1.80 8.40 0.00 44.80 10.70 40.90 39.90 69.40 535.60

1975137.10 126.80 100.50 16.60 33.90 0.20 0.00 1.50 21.00 74.30 25.90 124.60 662.40

1976148.70 83.00 48.80 11.90 23.30 1.00 0.00 4.10 71.30 0.00 6.30 33.30 431.70

197756.10 180.80 104.60 5.00 1.40 0.00 0.00 0.00 27.40 49.20 92.20 88.90 605.60

1978208.20 127.90 78.10 42.10 0.00 0.00 0.00 0.00 4.10 11.60 83.00 160.70 715.70

1979137.70 56.60 103.00 23.60 0.00 0.00 0.00 0.00 0.00 81.10 10.90 76.20 489.10

198055.70 60.00 174.40 15.10 1.60 0.00 0.00 21.60 31.20 72.30 47.20 40.00 519.10

1981137.30 173.50 158.30 71.30 14.00 0.00 0.00 25.80 26.10 72.50 70.50 59.90 809.20

1982209.30 61.10 101.10 105.80 0.00 0.00 0.00 4.00 46.40 48.70 118.90 17.50 712.80

198352.40 102.80 24.90 40.00 12.00 0.00 0.00 0.00 21.00 23.40 26.30 117.90 420.70

1984287.80 189.80 106.10 77.10 19.80 20.80 4.00 15.50 1.00 109.70 117.20 95.80 1044.60

198570.30 190.70 48.40 76.50 12.60 33.40 0.00 2.30 43.50 59.40 159.50 149.30 845.90

1986127.60 134.70 112.70 104.80 3.00 0.00 3.30 7.50 44.80 2.90 17.40 131.90 690.60

1987192.30 33.70 53.20 10.40 0.00 29.90 0.00 6.40 4.70 37.80 86.20 36.80 491.40

1988196.60 48.90 174.50 86.80 40.00 0.00 0.00 8.00 11.00 33.00 1.50 80.00 680.30

1989184.20 99.30 83.30 30.80 0.00 4.40 0.00 4.00 2.50 13.00 14.80 58.80 495.10

1990110.80 35.80 20.50 25.40 7.00 36.50 1.00 7.00 12.00 41.40 60.60 88.10 446.10

1991109.20 47.80 86.60 46.00 13.00 51.00 4.00 1.00 21.30 27.30 36.50 55.70 499.40

199264.10 80.80 12.00 30.50 0.00 0.00 6.50 39.60 0.00 58.00 68.00 115.00 474.50

1993158.80 45.80 105.20 54.50 1.50 0.00 0.00 28.00 16.00 71.00 113.00 89.50 683.30

1994122.40 98.00 105.00 60.00 26.00 0.00 1.00 2.00 11.00 51.00 61.00 50.00 587.40

1995127.00 98.00 88.00 19.20 0.00 0.00 0.00 14.00 27.00 48.00 62.00 88.00 571.20

1996115.00 77.00 45.00 29.00 7.00 0.00 0.00 2.50 2.00 21.00 50.00 69.00 417.50

1997127.00 140.00 101.50 81.00 7.00 1.00 0.00 1.00 6.00 43.00 78.00 69.00 654.50

1998104.00 90.00 91.00 33.00 2.00 1.00 0.00 4.00 5.00 57.00 69.00 60.00 516.00

1999110.00 84.00 109.00 36.00 3.00 0.00 0.00 3.00 20.00 59.00 42.00 73.00 539.00

200093.00 94.00 71.00 21.00 7.00 1.00 0.00 1.00 10.00 50.00 63.00 89.00 500.00

2001231.20 166.80 164.50 43.30 26.20 2.60 0.60 18.50 4.30 71.50 27.50 63.10 820.10

200273.00 158.40 119.50 54.20 24.00 3.40 19.40 16.70 15.10 143.10 75.50 99.90 802.20

2003177.50 80.10 121.30 10.78 4.30 4.40 1.10 0.60 38.20 16.90 28.10 162.90 646.18

2004238.40 96.30 69.40 28.20 0.00 0.20 1.50 24.30 38.50 7.20 17.60 97.20 618.80

200580.60 242.90 100.10 46.70 0.00 0.00 0.00 1.80 16.00 82.90 57.20 92.60 720.80

2006207.40 50.80 101.30 20.70 0.80 2.00 0.00 1.50 23.80 61.60 77.60 73.80 621.30

200792.40 43.70 235.00 66.10 3.60 0.20 6.50 0.80 18.20 30.10 84.60 66.60 647.80

2008141.00 61.00 110.00 24.00 0.00 0.00 0.00 2.00 5.00 50.00 83.00 72.00 548.00

PROM.132.89 100.84 94.89 41.51 8.82 4.71 1.89 7.67 19.13 45.37 57.54 82.55 597.80

STAND.58.04 47.97 43.79 25.74 11.32 11.23 3.88 10.75 15.27 28.26 34.84 36.27 133.49

MAX287.80 242.90 235.00 105.80 43.50 51.00 19.40 44.80 71.30 143.10 159.50 162.90 1044.60

MIN52.40 33.70 12.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 1.50 17.50 396.80

Fuente: Elaboracion Propia

CUADRO N 03DISTRIBUCION DE FRECUENCIAS O PROBABILIDAD DE OCURRENCIA DE LLUVIA EFECTIVA (f)

AL 75 %

NENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICf

1287.8242.9235.0105.843.551.019.444.871.3143.1159.5162.92.2

2238.4190.7174.5104.840.036.514.239.646.4109.7118.9160.74.4

3231.2189.8174.486.833.933.47.028.044.882.9117.2149.76.7

4217.7180.8164.581.026.229.96.525.843.681.1116.9149.38.9

5209.3173.5158.380.326.020.86.524.343.574.3113.0141.411.1

6208.2166.8146.677.124.08.45.421.638.572.592.2131.913.3

7207.4164.9121.376.523.34.45.018.538.272.386.2124.615.6

8196.6158.4120.871.319.84.44.016.731.271.584.6117.917.8

9192.3140.0119.566.115.74.04.015.529.871.083.0115.020.0

10190.4134.7115.360.015.73.43.314.029.062.883.0114.822.2

11184.2127.9112.755.714.03.22.712.427.461.681.7103.324.4

12177.5126.8110.055.613.02.61.59.227.059.478.099.926.7

13158.8125.7109.954.512.62.21.18.026.159.077.697.228.9

14150.9108.6109.054.212.02.01.07.523.858.075.595.831.1

15148.7107.4106.152.09.71.21.07.022.957.070.592.633.3

16142.3102.8105.246.79.31.01.06.421.851.069.089.535.6

17141.099.3105.046.07.01.00.75.721.350.068.089.037.8

18137.798.1104.643.37.01.00.64.121.050.063.088.940.0

19137.398.0103.043.37.01.00.04.021.049.262.088.142.2

20137.198.0101.542.17.00.20.04.020.048.761.088.044.4

21133.497.9101.340.04.30.20.04.020.048.060.680.046.7

22127.697.7101.136.03.60.20.03.018.245.057.276.248.9

23127.296.3100.533.03.20.00.02.516.043.056.774.251.1

24127.094.0100.130.83.00.00.02.316.041.454.573.853.3

25127.090.091.030.53.00.00.02.115.140.951.573.055.6

26122.484.090.030.02.00.00.02.012.039.650.072.057.8

27115.083.088.029.02.00.00.02.011.037.847.469.460.0

28110.880.886.628.21.80.00.01.811.034.847.269.062.2

29110.080.183.325.41.60.00.01.510.834.545.269.064.4

30109.279.478.124.71.50.00.01.510.733.042.266.666.7

31104.079.077.024.01.40.00.01.010.030.842.063.168.9

3293.077.074.723.61.00.00.01.09.830.139.960.071.1

3392.571.771.021.30.80.00.01.09.029.236.559.973.3

3492.461.169.921.00.80.00.00.88.127.328.158.875.6

3580.661.069.420.70.00.00.00.86.023.427.557.977.8

3673.060.054.919.90.00.00.00.65.021.426.355.780.0

3770.356.653.519.20.00.00.00.05.021.025.953.982.2

3864.250.853.218.90.00.00.00.04.716.917.650.084.4

3964.148.948.818.80.00.00.00.04.313.017.444.486.7

4060.647.848.416.60.00.00.00.04.111.914.840.088.9

4158.446.545.015.10.00.00.00.02.511.814.236.891.1

4258.345.829.711.90.00.00.00.02.011.610.933.393.3

4356.143.724.910.80.00.00.00.01.07.27.331.695.6

4455.735.820.510.40.00.00.00.00.02.96.328.397.8

4552.433.712.05.00.00.00.00.00.00.01.517.5100.0

P 75%92.463.870.221.10.80.00.00.98.327.830.259.1

MEDIA132.9100.894.941.58.84.71.97.719.145.457.582.6

P efect74.8354.1358.6915.720.000.000.000.003.1621.6423.9349.59

CUADRO N 04CALENDARIO AGRICOLA

IRRIGACIN: CANTERIA

CultivoArea (Has)%Meses

MayJunJulAgoSepOctNovDicEneFebMarAbr

Papa amarga120.004.21

Quinua60.002.11

Pastos Cultivados (Alfalfa)1680.0058.95

Avena Forrajera990.0034.74

TOTAL =2,850.00100.00

COEFICIENTE DE CULTIVO

IRRIGACIN: CANTERIA

CultivoArea (Has)Coeficiente de Cultivo Kc.

MayJunJulAgoSepOctNovDicEneFebMarAbr

Papa amarga120.00-----0.520.560.801.071.100.90-

Quinua60.00-----0.570.901.101.101.070.52-

Pastos Cultivados (Alfalfa)1680.001.101.101.101.101.101.101.101.101.101.101.101.10

Avena Forrajera990.00-----0.420.630.861.081.101.00-

Total Area2850.001680.001680.001680.001680.001680.002850.002850.002850.002850.002850.002850.001680.00

Kc Ponderado1.101.101.101.101.100.830.911.001.091.101.041.10

CEDULA DE CULTIVO

IRRIGACIN: CANTERIA

CultivoArea (Has)%Meses

MayJunJulAgoSepOctNovDicEneFebMarAbr

Papa amarga120.004.21-----120.00 120.00 120.00 120.00 120.00 120.00 -

Quinua60.002.11-----60.00 60.00 60.00 60.00 60.00 60.00 -

Pastos Cultivados (Alfalfa)1680.0058.951680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00 1680.00

Avena Forrajera990.0034.74-----990.00 990.00 990.00 990.00 990.00 990.00 -

TOTAL2850.00100.001680.001680.001680.001680.001680.002850.002850.002850.002850.002850.002850.001680.00

CUADRO N 05CALCULO DE LA EVAPOTRANSPIRACION DEL CULTIVO DE REFERENCIA

METODO PENMAN - MONTEITH

ESTACION: JuliacaCODIGO: S/NDPTO: Puno

LATITUD:1526'39.2"TIPO: COPROV.: Puno-San Roman

LONGITUD: 7012'28.0"PERIODO 1964 - 2008C.P.:

ALTITUD3861.00m.n.s.m.

NCONCEPTOUNDSETOCTNOVDICENEFEBMARABRMAYJUNJULAGOTOTAL

1T media mensualC7.789.4810.2310.3610.2410.3010.029.006.554.964.385.88

2Humedad Relativa HR%70.3170.4969.0274.2481.8281.4782.6477.5373.3371.5868.8468.67

3Horas y decimas de sol mensual TotalHras.253.76253.58247.80231.31178.35188.48189.24218.50286.59280.88289.95275.72

4Velocidad del Viento prom Mensualm/seg.1.771.911.831.661.861.711.251.131.101.061.841.96

5Precipitacin Total Mensualmm45.3757.5482.55597.80132.89100.8494.8941.518.824.711.897.67

6Das del mesD30.0031.0030.0031.0031.0028.0031.0030.0031.0030.0030.0031.00

7Deficit Presin Saturacin de vapor (ea-ed)mbar3.115.113.863.232.262.312.132.582.592.462.582.90

8Funcin del Viento "f(u)"f(u)0.680.720.700.660.700.670.560.530.530.520.700.73

9Factor pond. efectos del Viento y HR "1-w"0.370.350.340.340.340.340.340.350.390.410.420.40

10Factor pond. Efectos Radiacin "W"0.630.650.660.660.660.660.660.650.610.590.580.60

11Radiacin Extraterrestre "Ra"mm/da14.3615.816.6416.7416.8416.415.2313.5611.8210.9211.3212.69

12Radiacin Solar "Rs"mm/da8.659.129.528.987.968.487.627.587.757.307.688.04

13Rad. Solar Neta Onda Corta "Rns" mm/da6.496.847.146.745.976.365.715.685.825.485.766.03

14Rad. Solar Neta Onda Larga "Rnl" mm/da2.151.871.971.681.271.471.391.852.392.432.482.27

15Radiacin Neta "Rn" mm/da4.344.965.175.064.704.884.323.833.433.053.283.76

16Factor de Correccin "c"1.001.001.011.021.001.021.021.011.011.000.970.97

17Evapotranspirac. Cultivo de Referencial (ETo)mm/da3.524.524.364.143.653.823.313.002.652.312.583.02

Evapotranspiracion de Referencia (ETo)mm/mes105.54140.21130.89128.24113.25107.09102.6690.0282.2169.3177.2693.68

METODO TANQUE EVAPORIMETRO TIPO "A"

NCONCEPTOUNDSETOCTNOVDICENEFEBMARABRMAYJUNJULAGOTOTAL

1Humedad Relativa "HR" (%)%70.3170.4969.0274.2481.8281.4782.6477.5373.3371.5868.8468.67

2Velocidad del Viento "U2" (m/s)m/seg1.771.911.831.661.861.711.251.131.101.061.841.96

3Borde (m)m1000.001000.001000.001000.001000.001000.001000.001000.001000.001000.001000.001000.00

4Evaporacin Total (mm/mes)mm/mes128.15157.08146.50139.06120.5898.48111.6685.8392.9082.0796.84118.09

5Das del mes31.0030.0030.0031.0030.0031.0030.0031.0031.0028.0031.0030.00

6Evaporacin Tanque t A (mm/da)mm/da4.135.244.884.494.023.183.722.773.002.933.123.94

7Coheficiente del Tanque A "KP"0.830.830.830.840.850.850.870.860.860.860.830.83

8Evapotranspirac. Cultivo de Referencial (ETo)mm/da3.454.354.053.783.412.713.232.392.572.512.593.25

Evapotranspiracion de Referencia (ETo)mm/mes106.848130.376121.597117.23102.29583.919696.786474.058579.665670.247880.305897.5001

CUADRO N 06CALCULO DE DEMANDA DE AGUA IRRIGACIN CANTERA

NCONCEPTOUNDSETOCTNOVDICENEFEBMARABRMAYJUNJULAGOTOTAL

1Coeficiente : Kc 1.100 0.828 0.910 1.004 1.092 1.099 1.045 1.100 1.100 1.100 1.100 1.100

2Area de CultivoHs 1,680 2,850 2,850 2,850 2,850 2,850 2,850 1,680 1,680 1,680 1,680 1,680

3Evapotranspiracin Potencial (ETP)mm/mes106.19135.29126.24122.74107.7795.5099.7282.0480.9469.7878.7895.59

4Evapotranspiracin Real (ETR =Kc*ETP)mm/mes116.81112.05114.86123.23117.67104.99104.1790.2489.0376.7686.66105.15

5Precipitacin Media (Pm)mm/mes19.1345.3757.5482.55132.89100.8494.8941.518.824.711.897.67

6Precipitacin Efectiva (PPef)mm/mes3.1621.6423.9349.5974.8354.1358.6915.720.000.000.000.00

7Lmina de Riego Neta (LRN= ETR-Ppef-Ac)mm/mes113.6590.4190.9373.6342.8450.8745.4874.5389.0376.7686.66105.15

8Eficiencia de Riego (Efr)%0.400.400.400.400.400.400.400.400.400.400.400.40

9Lmina de Riego Bruta (LRB=LRN/Efr)mm/mes284.14226.04227.31184.09107.10127.17113.70186.31222.58191.89216.65262.87

10Volumen de Agua/HM3/H284122602273184110711272113718632226191921672629

11Das del Mes Das30.0031.0030.0031.0031.0028.0031.0030.0031.0030.0030.0031.00

12Mdulo de Riego (24 horas) Lt/seg/h1.100.840.880.690.400.530.420.720.830.740.840.98

13Requerimiento Total Caudal (Q) 24 hm3/seg1.842.412.501.961.141.501.211.211.401.241.401.65

14Requerimiento Total Volumen (Vt)MM34.7736.4426.4785.2463.0523.6243.2403.1303.7393.2243.6404.41651.01

CUADRO N 07CUADRO DE ELEMENTOS DE CURVA CANAL PRINCIPAL CANTERIA

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000363823.0968279859.933

PI-1315333I10028.57355.6634.002112.64084.067139.730363912.6538279928.278

PI-2191914D15025.53350.5812.158230.939205.406255.987363955.1208280040.294

PI-3232211I35072.385142.7587.407355.678283.293426.050364035.7588280136.122

PI-4334231I12036.35470.5995.386655.457619.103689.702364122.5558280425.195

PI-520305D40072.337143.1276.488870.309797.972941.099364059.1438280632.689

PI-6264I60011.00322.0030.1011691.6931,680.6901,702.693364109.4738281454.142

PI-70019I00.0000.0000.0002887.1902,887.1902,887.190364138.7838282649.368

PI-8124350I11012.27124.4410.6824024.9344,012.6634,037.104364166.7758283786.850

PI-9122743I505.45910.8750.2975267.0215,261.5615,272.437363922.9268285004.920

PI-1076038D1511.72219.9004.0375838.0475,826.3255,846.225363692.6318285527.500

PI-11783710I1512.28220.5834.3877938.9077,926.6257,947.208365356.1468286816.899

P.F.8780.455364980.2978287574.302

CUADRO DE ELEMENTOS DE CURVA LATERAL - 2

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000363912.5408285028.479

PI-132327D1002.9605.9180.044586.212583.252589.170364406.2018285344.735

PI-215756I1,00017.15434.3050.1471200.7661,183.6121,217.917364942.4038285645.145

PI-3415127I5019.12236.5283.5322743.8372,724.7152,761.243366262.0078286445.292

PI-432721D5014.39528.0322.0313395.5973,381.2023,409.234366452.1238287070.587

PI-5315038D5014.26427.7891.9954342.5304,328.2664,356.055367167.7058287692.095

P. F.4840.392367660.0118287771.304

CUADRO DE ELEMENTOS DE CURVA LATERAL - 3

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000363883.8358285675.712

PI-1275125D204.9609.7240.60615.70310.74320.467363874.2608285688.160

PI-241158I1,30047.66395.2820.873396.931349.268444.551363809.7828286064.117

PI-310411I353.2736.5260.1531248.6901,245.4181,251.944363604.4338286890.856

PI-4155I1,0009.46618.9320.0452458.7182,449.2522,468.184363099.7068287990.736

P.F.3218.298362769.6448288674.938

CUADRO DE ELEMENTOS DE CURVA LATERAL - 4

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000364619.1218286245.669

PI-1201913D203.5847.0930.31922.31018.72625.819364605.5278286263.358

PI-2142329I10012.62525.1180.7941899.5101,886.8841,912.002364049.6758288056.495

P.F.2861.8028288876.070

CUADRO DE ELEMENTOS DE CURVA LATERAL - 5

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000364673.9908286288.200

PI-1894845D54.9847.8382.06014.0169.03216.870364665.4478286299.312

PI-276216I53.9316.6631.360422.141418.210424.873364989.9028286550.486

PI-383268D2017.83029.1256.7941779.7681,761.9371,791.062364435.2828287790.983

PI-487418I109.50215.1973.7942139.9482,130.4472,145.644364750.7788287978.023

PI-512553I505.29810.5580.2803094.7283,089.4303,099.987364304.8238288826.556

P.F.3499.965364044.0078289139.347

CUADRO DE ELEMENTOS DE CURVA CANAL LATERAL - 6

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000365344.0968286807.633

PI-126333I153.4716.8220.39611.0027.53114.353365350.8328286798.934

PI-2692059I1510.37718.1563.239139.208128.831146.987365465.9998286742.304

PI-333492I154.5608.8530.678502.402497.842506.696365732.8508286992.570

PI-4154759D202.7755.5150.192634.943632.168637.683365762.7668287121.977

PI-541723D207.50214.3551.361998.721991.2181,005.573365938.0998287440.805

PI-6284218I5012.79425.0501.6111969.0691,956.2751,981.325366850.1988287774.265

PI-7342940I257.76115.0511.1772303.9362,296.1752,311.226367071.2018288026.626

PI-846030D156.36812.0451.2962533.5952,527.2262,539.271367098.1028288255.198

P. F.3160.954367597.8288288635.776

CUADRO DE ELEMENTOS DE CURVA CANAL LATERAL - 7

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000364980.2978287574.302

PI-1252924D8018.09535.5912.021545.018526.923562.514365314.4648288004.835

PI-22471D50012.14824.2920.1482400.9752,388.8272,413.119366973.0508288838.946

P.F.3000.384367520.9688289081.985

CUADRO DE ELEMENTOS DE CURVA CANAL LATERAL - 8

PTO DELTASRTLCExPIPCPT COORDENADAS

'''ESTENORTE

PI-00.000364980.2978287574.302

PI-185423D1513.76322.2725.357819.176805.413827.686364598.5758288299.259

PI-254242D2009.97719.9370.2491932.4221,922.4451,942.382365539.9538288903.519

PI-371320I201.2622.5210.0402946.6742,945.4122,947.933366443.9998289363.564

P.F.3611.472366994.0568289737.063

MINISTERIO DE AGRICULTURA

Direccin General de Infraestructura Hidrulica

Proyecto Especial Binacional de Lago Titicaca

2

MINISTERIO DE AGRICULTURA

Direccin General de Infraestructura Hidrulica

Proyecto Especial Binacional de Lago Titicaca

Recommended

View more >