Calculo Hidrologico Apurimac Final - Capacmarca

A.- Superficie o Area Topogrfica (A)CUADRO N 02.00.CUENCA AREA TOPOGRAFICA (m2) AREA AREA PERIMETRO TOPOGRAFICA TOPOGRAFICA (m) (Km2) (Ha)

CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos

46,465,700.00 3,655,940.00 2,404,610,755.33 1,998,850,978.75 2,008,717,278.28

46.466 3.66 2,404.61 1,998.85 2,008.72

4,646.57 365.59 240,461.08 199,885.10 200,871.73

33,618.90 13,267.00 267,327.64 235,442.47 194,568.32

B.- Perimetro (P)CUADRO N 03.00.CUENCA PERIMETRO (m) PERIMETRO (Km)


33,618.90 13,267.00 267,327.64 235,442.47 194,568.32

33.62 13.27 267.33 235.44 194.57

C.- Caracteristicas y Altitud Media de las Cuenca (Hm)CUENCA 01: (Valle de Livitaca y Chacco)CUADRO N 04.01.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 7.47 30.43 0.32 47.15 119.12 0.51 305.56 1.43 294.49 11.80 206.20 39.19 76.80 6.35 1,146.81 GRAFICO N 01.01.FRECUENCIA DE ALTITUDES CUENCA 01 CURVA HIPSOMETRICA CUENCA 01

2,800.00 7,472,639.79 3,000.00 30,429,144.13 3,250.00 319,014.50 3,250.00 47,148,260.33 3,500.00 119,120,280.33 3,750.00 508,408.73 3,750.00 305,559,137.33 4,000.00 1,425,023.66 4,000.00 294,485,119.76 4,250.00 11,796,280.09 4,250.00 206,199,316.27 4,500.00 39,185,047.55 4,500.00 76,803,214.08 4,750.00 6,354,429.94 4,800.00 TOTALES

AREA ACUMULADA (Km2) 0.00 7.47 37.90 38.22 85.37 204.49 205.00 510.56 511.98 806.47 818.26 1,024.46 1,063.65 1,140.45 1,146.81

% DE AREAS ENTRE COTAS AL AREA TOTAL 0.65 2.65 0.03 4.11 10.39 0.04 26.64 0.12 25.68 1.03 17.98 3.42 6.70 0.55 100.00

4500

4250 40003750 3500

32502800 0

6.35 76.80 39.19 206.20 11.80 294.49 1.43 305.56 0.51 119.12 47.15 0.32 30.43 7.47100 200 300 400

6000 5000 4000 3000

2000 1000 00 500 1,000 1,500

CUADRO N 04.01.2.ALTITUD MEDIA DE LA CUENCA 01 (Hm)

LIMITES INICIO 2,800.00 3,000.00 3,250.00 3,250.00 3,500.00 3,750.00 3,750.00 4,000.00 4,000.00 4,250.00 4,250.00 4,500.00 4,500.00 4,750.00 FIN 3,000.00 3,250.00 3,350.00 3,500.00 3,750.00 3,850.00 4,000.00 4,150.00 4,250.00 4,300.00 4,500.00 4,700.00 4,750.00 4,800.00 At = Hm= 4,040.48

AREA ENTRE COTAS (m2) 7,472,639.79 30,429,144.13 319,014.50 47,148,260.33 119,120,280.33 508,408.73 305,559,137.33 1,425,023.66 294,485,119.76 11,796,280.09 206,199,316.27 39,185,047.55 76,803,214.08 6,354,429.94 1,146,805,316.49

ALTITUD MEDIA ENTRE DOS COTAS (m) 2,900.00 3,125.00 3,300.00 3,375.00 3,625.00 3,800.00 3,875.00 4,075.00 4,125.00 4,275.00 4,375.00 4,600.00 4,625.00 4,775.00

a*e 21,670,655,391.00 95,091,075,406.25 1,052,747,850.00 159,125,378,613.75 431,811,016,196.25 1,931,953,174.00 1,184,041,657,153.75 5,806,971,414.50 1,214,751,119,010.00 50,429,097,384.75 902,122,008,681.25 180,251,218,730.00 355,214,865,120.00 30,342,402,963.50 4,633,642,167,089.00

CUENCA 02: (Valle de Huacra Huacho y Tacca)CUADRO N 04.02.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 5.31 20.89 69.82 629.43 66.45 613.80 30.33 288.36 31.20 129.88 10.01 1,895.49 GRAFICO N 01.02.FRECUENCIA DE ALTITUDES CUENCA 02 CURVA HIPSOMETRICA CUENCA 02

3,180.00 5,308,820.48 3,250.00 20,888,426.79 3,500.00 69,822,192.15 3,750.00 629,425,134.29 4,000.00 66,453,285.68 4,000.00 613,796,262.00 4,250.00 30,333,717.98 4,250.00 288,363,785.17 4,500.00 31,204,333.53 4,500.00 129,881,663.73 4,750.00 10,009,150.28 4,860.00 TOTALES

AREA ACUMULADA (Km2) 0.00 5.31 26.20 96.02 725.44 791.90 1,405.69 1,436.03 1,724.39 1,755.60 1,885.48 1,895.49

% DE AREAS ENTRE COTAS AL AREA TOTAL 0.28 1.10 3.68 33.21 3.51 32.38 1.60 15.21 1.65 6.85 0.53 100.00

4750 4500 4250 4000

3500 3180 0

10.01 129.88 31.20 288.36 30.33 613.80 66.45 629.43 69.82 20.89 5.31 200 400 600 800

60005000 4000

30002000 1000 0 0 500 1,000 1,500 2,000


LIMITES INICIO 3,180.00 3,250.00 3,500.00 3,750.00 4,000.00 4,000.00 4,250.00 4,250.00 4,500.00 4,500.00 4,750.00 FIN 3,250.00 3,500.00 3,750.00 4,000.00 4,180.00 4,250.00 4,400.00 4,500.00 4,650.00 4,750.00 4,860.00 At = Hm= 4,098.02

AREA ENTRE COTAS (m2) 5,308,820.48 20,888,426.79 69,822,192.15 629,425,134.29 66,453,285.68 613,796,262.00 30,333,717.98 288,363,785.17 31,204,333.53 129,881,663.73 10,009,150.28 1,895,486,772.08

ALTITUD MEDIA ENTRE DOS COTAS (m) 3,215.00 3,375.00 3,625.00 3,875.00 4,090.00 4,125.00 4,325.00 4,375.00 4,575.00 4,625.00 4,805.00

a*e 17,067,857,843.20 70,498,440,416.25 253,105,446,543.75 2,439,022,395,373.75 271,793,938,431.20 2,531,909,580,750.00 131,193,330,263.50 1,261,591,560,118.75 142,759,825,899.75 600,702,694,751.25 48,093,967,095.40 7,767,739,037,486.80

CUENCA 03: (Valle de Salado)CUADRO N 04.03.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 528.69 30.59 972.16 7.44 397.71 2.97 335.96 42.80 81.53 4.76 2,404.61 GRAFICO N 01.03.FRECUENCIA DE ALTITUDES CUENCA 03 CURVA HIPSOMETRICA CUENCA 03

3,950.00 528,686,887.11 4,000.00 30,588,162.69 4,000.00 972,159,225.45 4,250.00 7,441,713.24 4,250.00 397,710,055.12 4,500.00 2,972,190.23 4,500.00 335,959,405.98 4,750.00 42,798,677.61 4,750.00 81,533,794.45 5,000.00 4,760,643.45 5,150.00 TOTALES

AREA ACUMULADA (Km2) 0.00 528.69 559.28 1,531.43 1,538.88 1,936.59 1,939.56 2,275.52 2,318.32 2,399.85 2,404.61

% DE AREAS ENTRE COTAS AL AREA TOTAL 21.99 1.27 40.43 0.31 16.54 0.12 13.97 1.78 3.39 0.20 100.00

5000 4750 4750 4500 4500 4250 4250 4000 4000 3950 0

4.76 81.53 42.80 335.96 2.97 397.71 7.44 972.16 30.59 528.69 500 1,000 1,500

60005000 4000 3000 2000

10000 0 1,000 2,000 3,000


LIMITES INICIO 3,950.00 4,000.00 4,000.00 4,250.00 4,250.00 4,500.00 4,500.00 4,750.00 4,750.00 5,000.00 FIN 4,000.00 4,160.00 4,250.00 4,400.00 4,500.00 4,600.00 4,750.00 4,950.00 5,000.00 5,150.00 At = Hm= 4,244.01

AREA ENTRE COTAS (m2) 528,686,887.11 30,588,162.69 972,159,225.45 7,441,713.24 397,710,055.12 2,972,190.23 335,959,405.98 42,798,677.61 81,533,794.45 4,760,643.45 2,404,610,755.33

ALTITUD MEDIA ENTRE DOS COTAS (m) 3,975.00 4,080.00 4,125.00 4,325.00 4,375.00 4,550.00 4,625.00 4,850.00 4,875.00 5,075.00

a*e 2,101,530,376,262.25 124,799,703,775.20 4,010,156,804,981.25 32,185,409,763.00 1,739,981,491,150.00 13,523,465,546.50 1,553,812,252,657.50 207,573,586,408.50 397,477,247,943.75 24,160,265,508.75 10,205,200,603,996.70

CUENCA 04: (Valle de Oquero y Chaccomayo)CUADRO N 04.04.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 293.73 489.35 4.55 467.75 2.59 590.25 72.51 77.19 0.93 1,998.85 GRAFICO N 01.04.FRECUENCIA DE ALTITUDES CUENCA 04 CURVA HIPSOMETRICA CUENCA 04

3,900.00 293,726,431.62 4,000.00 489,349,978.21 4,250.00 4,552,761.28 4,250.00 467,749,804.38 4,500.00 2,591,677.01 4,500.00 590,250,983.69 4,750.00 72,507,516.91 4,750.00 77,193,420.56 5,000.00 928,405.09 5,150.00 TOTALES

AREA ACUMULADA (Km2) 0.00 293.73 783.08 787.63 1,255.38 1,257.97 1,848.22 1,920.73 1,997.92 1,998.85

% DE AREAS ENTRE COTAS AL AREA TOTAL 14.69 24.48 0.23 23.40 0.13 29.53 3.63 3.86 0.05 100.00

50004750 4750

0.93 77.1972.51 590.25

60005000 4000

4500 45004250 4250

2.59467.75 4.55 489.35

30002000 1000

40003900

293.73 0 200 400 600 800

0 0 500 1,000 1,500 2,000 2,500


LIMITES INICIO 3,900.00 4,000.00 4,250.00 4,250.00 4,500.00 4,500.00 4,750.00 4,750.00 5,000.00 FIN 4,000.00 4,250.00 4,350.00 4,500.00 4,650.00 4,750.00 4,850.00 5,000.00 5,150.00 At = Hm= 4,360.31 AREA ENTRE COTAS (m2) 293,726,431.62 489,349,978.21 4,552,761.28 467,749,804.38 2,591,677.01 590,250,983.69 72,507,516.91 77,193,420.56 928,405.09 1,998,850,978.75

ALTITUD MEDIA ENTRE DOS COTAS (m) 3,950.00 4,125.00 4,300.00 4,375.00 4,575.00 4,625.00 4,800.00 4,875.00 5,075.00

a*e 1,160,219,404,899.00 2,018,568,660,116.25 19,576,873,504.00 2,046,405,394,162.50 11,856,922,320.75 2,729,910,799,566.25 348,036,081,168.00 376,317,925,230.00 4,711,655,831.75 8,715,603,716,798.50

CUENCA 05: (Valle de Cayo Mani y Ornillos)CUADRO N 04.05.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 0.63 195.38 665.23 7.73 675.40 21.02 349.20 6.32 87.79 2,008.72 GRAFICO N 01.05.FRECUENCIA DE ALTITUDES CUENCA 05 CURVA HIPSOMETRICA CUENCA 05

3,900.00 628,638.71 4,000.00 195,380,249.97 4,250.00 665,234,678.70 4,500.00 7,733,253.13 4,500.00 675,402,700.66 4,750.00 21,021,041.26 4,750.00 349,202,607.08 5,000.00 6,320,280.29 5,000.00 87,793,828.48 5,200.00 TOTALES

AREA ACUMULADA (Km2) 0.00 0.63 196.01 861.24 868.98 1,544.38 1,565.40 1,914.60 1,920.92 2,008.72


5000 5000 4750

87.79

6000 50004000 3000 2000 1000 0

6.32349.20

47504500

21.02675.40

45004250

7.73665.23

40003900

195.380.63

0

200

400

600

800

0

500

1,000 1,500 2,000 2,500


LIMITES INICIO 3,900.00 4,000.00 4,250.00 4,500.00 4,500.00 4,750.00 4,750.00 5,000.00 5,000.00 FIN 4,000.00 4,250.00 4,500.00 4,650.00 4,750.00 4,900.00 5,000.00 5,180.00 5,200.00 At = Hm= 4,560.95 AREA ENTRE COTAS (m2) 628,638.71 195,380,249.97 665,234,678.70 7,733,253.13 675,402,700.66 21,021,041.26 349,202,607.08 6,320,280.29 87,793,828.48 2,008,717,278.28

ALTITUD MEDIA ENTRE DOS COTAS (m) 3,950.00 4,125.00 4,375.00 4,575.00 4,625.00 4,825.00 4,875.00 5,090.00 5,100.00

a*e 2,483,122,904.50 805,943,531,126.25 2,910,401,719,312.50 35,379,633,069.75 3,123,737,490,552.50 101,426,524,079.50 1,702,362,709,515.00 32,170,226,676.10 447,748,525,248.00 9,161,653,482,484.10

CUADRO N 04.00.

RESUMEN DE ALTITUD MEDIA DE CUENCACUENCA CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos ALTITUD MEDIA 3,789.11 m.s.n.m. 4,125.00 m.s.n.m. 4,244.01 m.s.n.m. 4,360.31 m.s.n.m. 4,560.95 m.s.n.m.

CUENCA 05: (Valle de Cayo Mani y Ornillos)CUADRO N 04.05.01. COTA m.s.n.m. AREA SOBRE COTA Zi (m2) AREA ENTRE COTAS (Km2) 0.63 195.38 665.23 7.73 675.40 21.02 349.20 6.32 87.79 2,008.72 GRAFICO N 01.05.FRECUENCIA DE ALTITUDES CUENCA 05 CURVA HIPSOMETRICA CUENCA 05

3,900.00 628,638.71 4,000.00 195,380,249.97 4,250.00 665,234,678.70 4,500.00 7,733,253.13 4,500.00 675,402,700.66 4,750.00 21,021,041.26 4,750.00 349,202,607.08 5,000.00 6,320,280.29 5,000.00 87,793,828.48 5,200.00 TOTALES

AREA ACUMULADA (Km2) 0.00 0.63 196.01 861.24 868.98 1,544.38 1,565.40 1,914.60 1,920.92 2,008.72


50005000

87.79 6.32 349.20 21.02 675.40 7.73 665.23 195.38 0.63 0 200 400 600 800

6000 5000 4000 3000 2000

47504750

45004500

42504000 3900

1000 00 500 1,000 1,500 2,000 2,500


LIMITES INICIO 3,900.00 4,000.00 4,250.00 FIN 4,000.00 4,250.00 4,500.00

AREA ENTRE ALTITUD MEDIA COTAS (m2) ENTRE DOS 628,638.71 3,950.00 195,380,249.97 4,125.00 665,234,678.70 4,375.00

a*e 2,483,122,904.50 805,943,531,126.25 2,910,401,719,312.50

4,500.00 4,500.00 4,750.00 4,750.00 5,000.00 5,000.00

4,650.00 4,750.00 4,900.00 5,000.00 5,180.00 5,200.00 At = Hm= 4,560.95

7,733,253.13 675,402,700.66 21,021,041.26 349,202,607.08 6,320,280.29 87,793,828.48 2,008,717,278.28

4,575.00 4,625.00 4,825.00 4,875.00 5,090.00 5,100.00

35,379,633,069.75 3,123,737,490,552.50 101,426,524,079.50 1,702,362,709,515.00 32,170,226,676.10 447,748,525,248.00 9,161,653,482,484.10

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

ALTITUD MEDIA DE LA CUENCA 03 (Hm) AREA ENTRE LIMITES COTAS (Has) INICIO FIN 2650.000 2742.497 29.885 2742.525 2834.993 43.502 2835.037 2927.490 67.507 2927.503 3019.994 98.588 3020.009 3112.496 120.349 3112.503 3205.000 156.364 3205.001 3297.499 157.378 3297.502 3390.000 175.165 3390.000 3482.498 167.237 3482.502 3575.000 224.616 3575.000 3667.500 302.835 3667.502 3760.000 367.892 3760.000 3852.499 410.473 3852.500 3944.996 400.193 3945.000 4037.495 425.021 4037.500 4130.000 390.006 4130.000 4222.498 447.806 4222.501 4314.999 471.924 4315.000 4407.497 167.458 4407.539 4500.000 22.369 At = 4,646.57 Hm= 1.00 ALTITUD m.s.n.m 2,650.00 2,742.50 2,835.00 2,927.50 3,020.00 3,112.50 3,205.00 3,297.50 3,390.00 3,482.50 3,575.00 3,667.50 3,760.00 3,852.50 3,945.00 4,037.50 4,130.00 4,222.50 4,315.00 4,407.50 4,500.00 3,789.11 ALTITUD MEDIA 2.00Areas Parciales Km2

ALTITUD MEDIA ENTRE DOS COTAS 2,696.25 2,788.76 2,881.26 2,973.75 3,066.25 3,158.75 3,251.25 3,343.75 3,436.25 3,528.75 3,621.25 3,713.75 3,806.25 3,898.75 3,991.25 4,083.75 4,176.25 4,268.75 4,361.25 4,453.77

3.00Areas Acumuladas Km2

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00

2,742.50 2,835.00 2,927.50 3,020.00 3,112.50 3,205.00 3,297.50 3,390.00 3,482.50 3,575.00 3,667.50 3,760.00 3,852.50 3,945.00 4,037.50 4,130.00 4,222.50 4,315.00 4,407.50 4,500.00 At =

0.000 0.299 0.435 0.675 0.986 1.203 1.564 1.574 1.752 1.672 2.246 3.028 3.679 4.105 4.002 4.250 3.900 4.478 4.719 1.675 0.224 46.466

0.000 0.299 0.734 1.409 2.395 3.598 5.162 6.736 8.487 10.160 12.406 15.434 19.113 23.218 27.220 31.470 35.370 39.848 44.567 46.242 46.466

FRECUENCIA DE ALTITUDES CUENCA 05

CURVA HIPSOMETRICA CUENCA 05

4408

0.48

43154223 4130

3.6010.16 9.64 8.39 9.15 8.61 8.83 7.92

40383945 3853

37603668

D.-Pendiente Media de la Cuenca o Pendiente Superficial (PMS)PA: Punto ms Alto de la cuenca (Elevacin mxima de la cuenca en mts.) PI: Punto de Inters (Cota del punto donde se ubicarn las obras de drenaje en mts.) A: Superficie o Area Topogrfica de la cuenca CUADRO N 05.00.CUENCA CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos A (m2) 46,465,700.00 3,655,940.00 2,404,610,755.33 1,998,850,978.75 2,008,717,278.28 A (Km2) 46.47 3.66 2,404.61 1,998.85 2,008.72 PA PI PMS 0.27 0.88 0.02 0.03 0.03 4,500.00 2,650.00 4,860.00 3,180.00 5,150.00 3,950.00 5,150.00 3,900.00 5,200.00 3,900.00

PMS

PA PI A

E.-Longitud del Cauce (L)CUADRO N 06.00.CUENCA CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos PROG. 13+729.00 93+288.05 103+696.42 54+814.23 69+365.89 L (m) 13,729.00 93,288.05 103,696.42 54,814.23 69,365.89 L (Km) 13.729 93.288 103.696 54.814 69.366 334.894

F.-Pendiente Media del Cauce (S)S PH: Punto Hidrulicamente Ms Alto (Elevacin mxima del cauce en m) PI: Punto de Inters (Cota del punto donde se ubicarn las obras de drenaje en m) L: Longitud del Cauce CUADRO N 07.00.CUENCA CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos PROGRESIVA 0+ 13729.00 0+ 93288.05 0+ 103696.42 0+ 54814.23 0+ 69365.89 L (m) 13729.00 93288.05 103696.42 54814.23 69365.89 PH

PH PI L

PI

S

4500.00 4860.000 4950.000 4900.000 5150.000

2650.00 0.135 3180.00 0.018 3950.00 0.010 3900.00 0.018 3900.00 0.018

INFORMACION DE PRECIPITACION SENAMHIESTACION: PERAYOC PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 12 54' LONGITUD 72 35' ALTITUD 3299.00"S" "W" M.S.N.M.

CUADRO N 09.01.

DPTO. PROV. DIST.

CUSCO CUSCO CUSCOFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 133.31 126.01 120.06 97.90 188.94 219.17 135.52 160.49 168.81 39.13

FEBRERO 101.79 130.74 142.04 95.46 144.18 174.98 186.18 135.32 128.89 95.46

MARZO 69.65 106.40 17.67 92.69 122.16 141.34 114.87 152.59 65.36 122.91

ABRIL 31.70 30.82 30.82 38.84 17.15 42.37 24.43 48.08 23.47 41.15

MAYO 5.58 2.48 0.88 0.73 1.38 6.33 8.18 1.08 1.28 1.68

JUNIO 0.00 0.00 0.00 0.00 0.93 0.00 0.00 1.32 10.35 0.00

JULIO 0.00 0.00 0.00 0.00 1.01 19.31 31.39 0.00 12.59 0.00

AGOSTO 5.39 6.16 0.87 0.00 3.66 9.15 2.70 19.84 8.00 3.18

SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE 16.44 13.55 11.37 25.76 12.91 16.84 12.76 10.14 17.27 10.46 50.21 40.24 35.89 21.72 43.66 35.89 64.67 33.26 26.85 36.46 55.70 146.71 53.41 50.11 42.47 84.43 85.03 40.13 62.85 61.89 126.62 138.19 70.05 116.19 87.64 93.27 126.01 119.46 92.13 102.26

TOTAL 596.40 741.30 483.07 539.39 666.10 843.09 791.74 721.71 617.85 514.57

PROMEDIO 49.70 61.77 40.26 44.95 55.51 70.26 65.98 60.14 51.49 42.88

INFORMACION DE PRECIPITACION SENAMHIESTACION: KAYRA PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 13 34' LONGITUD 71 54' ALTITUD 3219.00"S" "W" M.S.N.M.

CUADRO N 09.02.

DPTO. PROV. DIST.

CUSCO CUSCO SAN JERONIMOFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 126.30 118.23 111.66 87.16 187.78 221.19 128.74 156.34 165.53 22.21

FEBRERO 94.48 122.36 133.25 88.38 135.31 164.97 175.77 126.77 120.58 88.38

MARZO 68.67 100.86 23.15 88.85 114.66 131.46 108.28 141.32 64.92 115.32

ABRIL 32.82 31.60 31.60 42.67 12.73 47.55 22.77 55.44 21.46 45.86

MAYO 12.82 7.00 4.00 3.72 4.94 14.23 17.70 4.38 4.75 5.50

JUNIO 0.00 0.00 4.28 5.69 7.94 0.00 4.85 8.51 21.74 2.87

JULIO 0.00 0.00 0.00 3.44 5.03 18.83 27.94 0.00 13.76 3.63

AGOSTO 8.41 9.16 4.00 0.00 6.72 12.07 5.78 22.49 10.95 6.25


TOTAL 597.73 779.82 461.97 537.06 643.65 850.37 801.43 699.06 617.74 491.60

PROMEDIO 49.81 64.98 38.50 44.75 53.64 70.86 66.79 58.26 51.48 40.97

INFORMACION DE PRECIPITACION SENAMHIESTACION: SICUANI PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 14 17' LONGITUD 71 13' ALTITUD 3574.00"S" "W" M.S.N.M.

CUADRO N 09.03.

DPTO. PROV. DIST.

CUSCO CANCHIS SICUANIFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 101.00 145.00 94.00 155.00 145.00 118.00 150.00 108.00 234.00 128.00

FEBRERO 129.00 138.00 90.00 88.00 85.00 91.00 62.00 208.00 101.00 114.00

MARZO 96.00 114.00 52.00 107.00 127.00 86.00 103.00 132.00 179.00 174.00

ABRIL 0.00 8.00 3.00 106.00 80.00 3.00 19.00 53.00 54.00 53.00

MAYO 10.00 4.00 0.00 1.00 10.00 0.00 1.00 1.00 0.00 24.00

JUNIO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00

JULIO 0.00 28.00 1.00 10.00 1.00 0.00 14.00 2.00 5.00 0.00

AGOSTO 7.00 26.00 48.00 5.00 23.00 40.00 35.00 1.00 2.00 9.00


TOTAL 577.00 519.00 535.00 697.00 784.00 719.00 615.00 752.00 737.00 924.00

PROMEDIO 48.08 43.25 44.58 58.08 65.33 59.92 51.25 62.67 61.42 77.00

DATOS DE PRECIPITACION MENSUALES COMPLETADASESTACION: ZURITE PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 13 27' LONGITUD 72 16' ALTITUD 3391.00"S" "W" M.S.N.M.

CUADRO N 09.04.

DPTO. PROV. DIST.

CUSCO ANTA ZURITEFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 159.24 150.34 143.09 116.08 227.05 263.90 161.94 192.37 202.51 44.44

FEBRERO 125.27 158.60 171.62 117.98 174.08 209.55 222.45 163.87 156.47 117.98

MARZO 138.76 129.24 152.21 132.79 125.16 120.20 127.05 117.29 139.87 124.97

ABRIL 37.81 36.92 36.92 45.05 23.06 48.63 30.44 54.42 29.47 47.39

MAYO 11.15 4.46 1.01 0.68 2.08 12.76 16.76 1.44 1.87 2.73

JUNIO 0.00 0.00 1.40 2.53 4.35 0.00 1.85 4.80 15.47 0.26

JULIO 0.00 0.00 0.00 3.25 5.51 25.10 38.03 0.00 17.91 3.51

AGOSTO 8.20 9.05 3.25 0.00 6.31 12.31 5.25 24.01 11.05 5.78


TOTAL 791.03 924.68 735.56 699.80 806.58 992.63 958.26 822.78 839.44 622.33

PROMEDIO 65.92 77.06 61.30 58.32 67.22 82.72 79.86 68.56 69.95 51.86

DATOS DE PRECIPITACION MENSUALES COMPLETADASESTACION: PERAYOC PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 12 54' LONGITUD 72 35' ALTITUD 3299.00"S" "W" M.S.N.M.

CUADRO N 10.01.

DPTO. PROV. DIST.

CUSCO CUSCO CUSCOFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 133.31 126.01 120.06 97.90 188.94 219.17 135.52 160.49 168.81 39.13 10.00 1389.32 138.93 219.17 39.13 47.44 2500.80 0.34

FEBRERO 101.79 130.74 142.04 95.46 144.18 174.98 186.18 135.32 128.89 95.46 10.00 1335.04 133.50 186.18 95.46 29.35 957.16 0.22

MARZO 69.65 106.40 17.67 92.69 122.16 141.34 114.87 152.59 65.36 122.91 10.00 1005.63 100.56 152.59 17.67 38.34 1633.47 0.38300 250

ABRIL 31.70 30.82 30.82 38.84 17.15 42.37 24.43 48.08 23.47 41.15 10.00 328.82 32.88 48.08 17.15 9.18 93.58 0.28

MAYO 5.58 2.48 0.88 0.73 1.38 6.33 8.18 1.08 1.28 1.68 10.00 29.62 2.96 8.18 0.73 2.56 7.28 0.86

JUNIO 0.00 0.00 0.00 0.00 0.93 0.00 0.00 1.32 10.35 0.00 10.00 12.61 1.26 10.35 0.00 3.06 10.44 2.43

JULIO 0.00 0.00 0.00 0.00 1.01 19.31 31.39 0.00 12.59 0.00 10.00 64.30 6.43 31.39 0.00 10.51 122.70 1.63

AGOSTO 5.39 6.16 0.87 0.00 3.66 9.15 2.70 19.84 8.00 3.18 10.00 58.95 5.90 19.84 0.00 5.41 32.50 0.92

SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE 16.44 50.21 55.70 126.62 13.55 40.24 146.71 138.19 11.37 35.89 53.41 70.05 25.76 21.72 50.11 116.19 12.91 43.66 42.47 87.64 16.84 35.89 84.43 93.27 12.76 64.67 85.03 126.01 10.14 33.26 40.13 119.46 17.27 26.85 62.85 92.13 10.46 36.46 61.89 102.26 10.00 147.49 14.75 25.76 10.14 4.41 21.63 0.30 10.00 388.85 38.88 64.67 21.72 11.46 145.88 0.29 10.00 682.75 68.27 146.71 40.13 29.89 992.36 0.44 10.00 1071.84 107.18 138.19 70.05 20.32 458.94 0.19

TOTAL 596.40 741.30 483.07 539.39 666.10 843.09 791.74 721.71 617.85 514.57 10.00 6515.22 651.52 843.09 483.07 115.51 14826.10 0.18

PROMEDIO 49.70 61.77 40.26 44.95 55.51 70.26 65.98 60.14 51.49 42.88 10.00 542.93 54.29 70.26 40.26 9.63 102.96 0.18

NRO. DATOS SUMATORIA PROMEDIO V. MAXIMA V. MINIMA D.ESTANDAR VARIANZA C.V.

GRAFICO N 02.01. HISTOGRAMA ESTACION PERAYOC

PRECIPITACION (mm)

200 150

10050 0 0

1

2

3

4

5

6

7

8

9

MESES (PERIODO 1996 - 2005)

DATOS DE PRECIPITACION MENSUALES COMPLETADASESTACION: KAYRA PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 13 34' LONGITUD 71 54' ALTITUD 3219.00"S" "W" M.S.N.M.

CUADRO N 10.02.

DPTO. PROV. DIST.

CUSCO CUSCO SAN JERONIMOFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 126.30 118.23 111.66 87.16 187.78 221.19 128.74 156.34 165.53 22.2110.00 1325.15 132.51 221.19 22.21 52.43 3054.66 0.40

FEBRERO 94.48 122.36 133.25 88.38 135.31 164.97 175.77 126.77 120.58 88.3810.00 1250.25 125.02 175.77 88.38 28.27 888.00 0.23

MARZO 68.67 100.86 23.15 88.85 114.66 131.46 108.28 141.32 64.92 115.3210.00 957.50 95.75 141.32 23.15 33.58 1253.15 0.35

ABRIL 32.82 31.60 31.60 42.67 12.73 47.55 22.77 55.44 21.46 45.8610.00 344.49 34.45 55.44 12.73 12.67 178.42 0.37

MAYO 12.82 7.00 4.00 3.72 4.94 14.23 17.70 4.38 4.75 5.5010.00 79.06 7.91 17.70 3.72 4.80 25.64 0.61

JUNIO 0.00 0.00 4.28 5.69 7.94 0.00 4.85 8.51 21.74 2.8710.00 55.88 5.59 21.74 0.00 6.15 42.03 1.10

JULIO 0.00 0.00 0.00 3.44 5.03 18.83 27.94 0.00 13.76 3.6310.00 72.63 7.26 27.94 0.00 9.20 94.14 1.27

AGOSTO 8.41 9.16 4.00 0.00 6.72 12.07 5.78 22.49 10.95 6.2510.00 85.85 8.58 22.49 0.00 5.68 35.88 0.66

SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE 20.90 57.31 48.49 127.52 14.04 44.17 190.60 141.79 8.88 38.45 44.92 57.78 42.95 19.77 39.76 114.66 12.54 48.68 27.84 79.46 21.83 38.45 93.36 86.41 12.17 76.37 94.29 126.77 5.97 34.97 24.18 118.70 22.87 26.53 59.66 85.00 6.72 39.20 58.16 97.4910.00 168.88 16.89 42.95 5.97 10.45 121.28 0.62 10.00 423.90 42.39 76.37 19.77 15.10 253.27 0.36 10.00 681.26 68.13 190.60 24.18 46.66 2419.28 0.68 10.00 1035.59 103.56 141.79 57.78 25.06 697.57 0.24

TOTAL 597.73 779.82 461.97 537.06 643.65 850.37 801.43 699.06 617.74 491.6010.00 6480.43 648.04 850.37 461.97 126.22 17701.52 0.19

PROMEDIO 49.81 64.98 38.50 44.75 53.64 70.86 66.79 58.26 51.48 40.9710.00 540.04 54.00 70.86 38.50 10.52 122.93 0.19


GRAFICO N 02.02. HISTOGRAMA ESTACION KAYRA350

300

PRECIPITACION (mm)

250 200 150

100 500 01 2 3 4 5 6 7 8 9


DATOS DE PRECIPITACION MENSUALES COMPLETADASESTACION: SICUANI PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 14 17' LONGITUD 71 13' ALTITUD 3574.00"S" "W" M.S.N.M.

CUADRO N 10.03.

DPTO. PROV. DIST.

CUSCO CANCHIS SICUANIFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 101.00 145.00 94.00 155.00 145.00 118.00 150.00 108.00 234.00 128.0010.00 1378.00 137.80 234.00 94.00 38.02 1605.73 0.28

FEBRERO 129.00 138.00 90.00 88.00 85.00 91.00 62.00 208.00 101.00 114.0010.00 1106.00 110.60 208.00 62.00 38.75 1668.49 0.35

MARZO 96.00 114.00 52.00 107.00 127.00 86.00 103.00 132.00 179.00 174.0010.00 1170.00 117.00 179.00 52.00 36.54 1483.33 0.31

ABRIL 0.00 8.00 3.00 106.00 80.00 3.00 19.00 53.00 54.00 53.0010.00 379.00 37.90 106.00 0.00 35.00 1360.99 0.92

MAYO 10.00 4.00 0.00 1.00 10.00 0.00 1.00 1.00 0.00 24.0010.00 51.00 5.10 24.00 0.00 7.31 59.43 1.43

JUNIO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.0010.00 2.00 0.20 1.00 0.00 0.40 0.18 2.00

JULIO 0.00 28.00 1.00 10.00 1.00 0.00 14.00 2.00 5.00 0.0010.00 61.00 6.10 28.00 0.00 8.60 82.10 1.41

AGOSTO 7.00 26.00 48.00 5.00 23.00 40.00 35.00 1.00 2.00 9.0010.00 196.00 19.60 48.00 1.00 16.29 294.71 0.83


TOTAL 577.00 519.00 535.00 697.00 784.00 719.00 615.00 752.00 737.00 924.0010.00 6859.00 685.90 924.00 519.00 119.18 15780.77 0.17

PROMEDIO 48.08 43.25 44.58 58.08 65.33 59.92 51.25 62.67 61.42 77.0010.00 571.58 57.16 77.00 43.25 9.93 109.59 0.17


GRAFICO N 02.03. HISTOGRAMA ESTACION SICUANI300

250

PRECIPITACION (mm)

200 150

10050 0 0

1

2

3

4

5

6

7

8

9


DATOS DE PRECIPITACION MENSUALES COMPLETADASESTACION: ZURITE PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 13 27' LONGITUD 72 16' ALTITUD 3391.00"S" "W" M.S.N.M.

CUADRO N 10.04.

DPTO. PROV. DIST.

CUSCO ANTA ZURITEFUENTE : MINISTERIO DE DEFENSA SERVICIO NACIONAL DE METEOROLOGIA E HIDROLOGIA SENAMHI

N 1 2 3 4 5 6 7 8 9 10

AO 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005

ENERO 159.24 150.34 143.09 116.08 227.05 263.90 161.94 192.37 202.51 44.4410.00 1660.97 166.10 263.90 44.44 57.83 3715.66 0.35

FEBRERO 125.27 158.60 171.62 117.98 174.08 209.55 222.45 163.87 156.47 117.9810.00 1617.86 161.79 222.45 117.98 33.80 1269.31 0.21

MARZO 138.76 129.24 152.21 132.79 125.16 120.20 127.05 117.29 139.87 124.9710.00 1307.54 130.75 152.21 117.29 9.93 109.46 0.08

ABRIL 37.81 36.92 36.92 45.05 23.06 48.63 30.44 54.42 29.47 47.3910.00 390.12 39.01 54.42 23.06 9.30 96.19 0.24

MAYO 11.15 4.46 1.01 0.68 2.08 12.76 16.76 1.44 1.87 2.7310.00 54.94 5.49 16.76 0.68 5.52 33.87 1.01

JUNIO 0.00 0.00 1.40 2.53 4.35 0.00 1.85 4.80 15.47 0.2610.00 30.67 3.07 15.47 0.00 4.46 22.13 1.46

JULIO 0.00 0.00 0.00 3.25 5.51 25.10 38.03 0.00 17.91 3.5110.00 93.31 9.33 38.03 0.00 12.57 175.53 1.35

AGOSTO 8.20 9.05 3.25 0.00 6.31 12.31 5.25 24.01 11.05 5.7810.00 85.21 8.52 24.01 0.00 6.20 42.72 0.73


TOTAL 791.03 924.68 735.56 699.80 806.58 992.63 958.26 822.78 839.44 622.3310.00 8193.08 819.31 992.63 622.33 110.42 13547.43 0.13

PROMEDIO 65.92 77.06 61.30 58.32 67.22 82.72 79.86 68.56 69.95 51.8610.00 682.76 68.28 82.72 51.86 9.20 94.08 0.13


GRAFICO N 02.04. HISTOGRAMA ESTACION ZURITE450400

PRECIPITACION (mm)

350300 250

200150 100

500 01 2 3 4 5 6 7 8 9


PROMEDIO

166.10

161.79

130.75

39.01

5.49

3.07

9.33

8.52

20.40

53.52

93.47

127.86

819.31

g.-Analisis de ConsistenciaCUADRO N 11.00. CURVA DE DOBLE MASAAO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 PERAYOC PARCIAL 49.70 61.77 40.26 44.95 55.51 70.26 65.98 60.14 51.49 42.88 ACUMULADO 49.70 111.47 151.73 196.68 252.19 322.45 388.42 448.57 500.05 542.93 49.81 64.98 38.50 44.75 53.64 70.86 66.79 58.26 51.48 40.97 KAYRA PARCIAL ACUMULADO 49.81 114.80 153.29 198.05 251.69 322.55 389.34 447.59 499.07 540.04 48.08 43.25 44.58 58.08 65.33 59.92 51.25 62.67 61.42 77.00 SICUANI PARCIAL ACUMULADO 48.08 91.33 135.92 194.00 259.33 319.25 370.50 433.17 494.58 571.58 65.92 77.06 61.30 58.32 67.22 82.72 79.86 68.56 69.95 51.86 ZURITE PARCIAL 65.92 142.98 204.27 262.59 329.80 412.52 492.38 560.94 630.90 682.76 53.38 61.77 46.16 51.53 60.42 70.94 65.97 62.41 58.58 53.18 TOTAL 53.38 115.14 161.30 212.83 273.25 344.19 410.16 472.57 531.15 584.33 ACUMULADO PROMEDIO ACUMULADO

GRAFICO N 03.00. CURVA DE DOBLE MASA ESTACIONES METEOROLOGICAS 700.00

600.00PRECIPITACION ESTACION (mm)

500.00 400.00

300.00200.00 100.00

0.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00

PRECIPITACION ACUMULADA (mm)PERAYOC KAYRA SICUANI ZURITE

CUADRO N 12.00.

ANALISIS REGIONAL DE PRECIPITACION ECUACION DE REGRESION PRECIPITACION - ALTITUD

NOMBRE ESTACION

ALTITUD MEDIA msnm3,253.00 3,219.00 3,574.00 3,391.00

PRECIPITACION MEDIA ANUAL mm797.30 648.04 685.90 819.31

ECUACION DE REGRESION P2 = BO + B1 * H X21.06E+07 1.04E+07 1.28E+07 1.15E+07

Y26.36E+05 4.20E+05 4.70E+05 6.71E+05

X*Y22.07E+09 1.35E+09 1.68E+09 2.28E+09

Y44.04E+11 1.76E+11 2.21E+11 4.51E+11

PRECIPITACION CORREGIDA mm744.93 746.12 733.54 740.05

SANTO TOMAS KAYRA SICUANI ZURITE

SUMA n PROMEDIOA= SUM X B= SUM Y C= SUM X^2 D= SUM Y^2 E= SUM X*Y^2 F= SUM Y^4

13,437.00 4 3,359.251.34E+04 2.95E+03 4.52E+07 2.20E+06 7.38E+09 1.25E+12

2,950.55 4 737.64G = C-(A^2)/n H = F-A*D/n I = F-(D^2)/n J = H/G K = (D-J*A)/n

4.52E+07 4 1.13E+077.81E+04 -4.10E+06 4.53E+10 -5.25E+01 7.26E+05

2.20E+06 4 5.49E+05

7.38E+09 4 1.84E+09

1.25E+12 4 3.13E+11Bo = B1 = r=

2964.64 4 741.16725613.94 -52.47 -0.069

FORMULAS PARA EL CALCULO DE PARAMETROS DE REGRESION

VALORES DE PARAMETROS DE REGRESION COEF. INDEPENDIENTE COEF. DEPENDIENTE COEF. DE CORRELACION

PRECIP. MEDIA ANUAL PROYECTO (APROX.) CUENCA CUENCA CAPACMARCA CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado ALTITUD MEDIA

FORMULAS DE PARAMETROS DE REGRESION COEF. INDEPENDIENTE COEF. DEPENDIENTE COEF. DE CORRELACION DESVIACION ESTANDAR Bo= (D-J*A)/n B1= H/G r = H/SQRT(G*I) S = (D-A^2/n)-(K*(A*D-A*B)/n)

3,789.114,125.00 4,244.01

725.80 713.56 709.17 704.85 697.34

CUENCA 04 Valle de Oquero y Chaccomayo 4,360.31 CUENCA 05 Valle de Cayo Mani y Ornillos 4,560.95

GRAFICO N 04.00.

ALTITUD Vs PRECIPITACION ECUACION DE REGRESION800

750

PRECIPITACION (mm)

700

ECUACION DE REGRESION P 2 = BO + B 1 * H

650

600

550

500 2500.00

3000.00

3500.00

4000.00

4500.00

5000.00

ALTITUD (m.s.n.m)ESTACION PRECIP. PROYECTO

CUADRO N 13.00.

ECUACIONES DE INFLUENCIA EN FUNCION A ESTACIONES BASE

CODIGO

ESTACION '

Latitud "

Longitud ' "

Altitud Media

FACTORES DE CORRECCION ALTITUDINAL (ai)

FACTORES DE INFL. GEOGRAFICA (bi)

C - 01

C - 02

C - 03

C - 04

C - 05

C - 01

C - 02

C - 03

C - 04

C - 05

ESTACIONES BASE (Ei) E1 E2 E3 E4SANTO TOMAS KAYRA SICUANI ZURITE 12 13 14 13 54 34 17 27 0 0 0 0 12.9 13.57 14.28 13.45 72 71 71 72 35 54 13 16 0 0 0 0 72.58 71.9 71.22 72.27 3,253.00 3,219.00 3,574.00 3,391.00 1.16 1.18 1.06 1.12 1.27 1.28 1.15 1.22 1.30 1.32 1.19 1.25 1.34 1.35 1.22 1.29 1.40 1.42 1.28 1.35 0.302 0.239 0.194 0.265 0.303 0.239 0.194 0.265 0.106 0.224 0.503 0.167 0.127 0.287 0.376 0.211 0.130 0.261 0.403 0.206

ESTACIONES EN ESTUDIO (E.E.i)

ECUACIONES DE PRECIPITACION DE LAS ESTACIONES EN ESTUDIO EN FUNCION DE LAS ESTACIONES BASE (E.E.i = SUMATORIA ai x bi x Ei) 12 12 14 14 14 30 27 20 15 25 29.31 13.66 0 0 0 12.51 12.45 14.33 14.25 14.42 75 75 71 71 71 35 35 35 45 45 13.49 6.55 0 0 30 75.59 75.59 71.58 71.75 71.76 3,789.11 4,125.00 4,244.01 4,360.31 4,560.95

C - 01 C - 02 C - 03 C - 04 C - 05


C - 01 C - 02 C - 03 C - 04 C - 05

0.352 x E 1 + 0.281 0.384 x E 1 + 0.306 0.139 x E 1 + 0.296 0.170 x E 1 + 0.389 0.183 x E 1 + 0.370

x E 2 + 0.206 x E 2 + 0.224 x E 2 + 0.597 x E 2 + 0.458 x E 2 + 0.514

x E 3 + 0.296 x E 3 + 0.322 x E 3 + 0.208 x E 3 + 0.271 x E 3 + 0.277

x E4 x E4 x E4 x E4 x E4

INFORMACION METEOROLOGICA GENERADAM. CUENCA: CUENCA 01 RIO CULCHAMAYO PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm)"S" LATITUD 12 30' 29.31" "W" LONGITUD 75 35' 13.49" M.S.N.M. ALTITUD 3789.11

CUADRO N 14.01.

N 1 2 3 4 5 6 7 8 9 10

AO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

ENERO 194.04 273.82 135.92 160.45 143.20 140.71 257.12 152.19 242.27 176.18 10.00 1875.91 187.59 273.82 135.92 49.25 2695.51 0.26

FEBRERO 284.93 215.99 261.76 175.61 235.44 135.08 183.84 163.99 190.60 204.86 10.00 2052.11 205.21 284.93 135.08 43.30 2082.98 0.21

MARZO 184.92 184.17 198.52 197.25 110.35 152.47 193.28 222.76 106.61 138.62 10.00 1688.97 168.90 222.76 106.61 37.63 1573.41 0.22350 300

ABRIL 35.17 31.82 66.11 55.37 51.39 39.13 79.65 55.35 22.18 73.72 10.00 509.89 50.99 79.65 22.18 17.87 354.83 0.35

MAYO 20.56 34.66 15.71 10.25 12.02 12.53 1.55 3.84 5.87 4.62 10.00 121.61 12.16 34.66 1.55 9.33 96.79 0.77

JUNIO 9.35 5.71 3.57 0.99 13.18 0.00 9.47 0.00 8.98 1.04 10.00 52.29 5.23 13.18 0.00 4.53 22.83 0.87

JULIO 8.88 23.10 55.94 1.15 26.86 3.33 0.00 10.70 0.00 20.90 10.00 150.87 15.09 55.94 0.00 16.59 305.71 1.10

AGOSTO 23.24 36.38 10.02 23.81 19.80 12.24 30.26 6.42 2.23 1.36 10.00 165.76 16.58 36.38 1.36 11.35 143.17 0.68


TOTAL 1070.49 1067.05 1084.59 935.65 924.04 845.39 1074.51 934.13 829.65 1018.18 10.00 9783.68 978.37 1084.59 829.65 92.19 9444.13 0.09

PROMEDIO 89.21 88.92 90.38 77.97 77.00 70.45 89.54 77.84 69.14 84.85 10.00 815.31 81.53 90.38 69.14 7.68 65.58 0.09


GRAFICO N 05.01. HISTOGRAMA MICROCUENCA VALLE DE LIVITACA Y CHACCO

PRECIPITACION (mm)

250200 150 100 50

0 0

1

2

3

4

5

6

7

8

9


INFORMACION METEOROLOGICA GENERADAM. CUENCA: CUENCA 02 RIO CHAQUIMAYO PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm)"S" LATITUD 12 27' 13.66" "W" LONGITUD 75 35' 6.55" M.S.N.M. ALTITUD 4125.00

CUADRO N 14.02.

N 1 2 3 4 5 6 7 8 9 10

AO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

ENERO 211.17 298.03 147.95 174.65 155.88 153.17 279.93 165.69 263.74 191.80 10.00 2042.02 204.20 298.03 147.95 53.62 3194.07 0.26

FEBRERO 310.10 235.05 284.99 191.18 256.32 147.04 200.13 178.50 207.49 223.02 10.00 2233.83 223.38 310.10 147.04 47.13 2467.78 0.21

MARZO 201.24 200.43 216.11 214.71 120.13 166.04 210.40 242.49 116.07 150.89 10.00 1838.52 183.85 242.49 116.07 40.95 1863.47 0.22350

ABRIL 38.27 34.62 71.96 60.27 55.95 42.59 86.70 60.25 24.14 80.25 10.00 555.01 55.50 86.70 24.14 19.46 420.64 0.35

MAYO 22.38 37.72 17.10 11.15 13.08 13.66 1.69 4.18 6.39 5.03 10.00 132.39 13.24 37.72 1.69 10.16 114.65 0.77

JUNIO 10.17 6.21 3.88 1.08 14.35 0.00 10.31 0.00 9.78 1.13 10.00 56.91 5.69 14.35 0.00 4.93 27.06 0.87

JULIO 9.66 25.14 60.90 1.25 29.24 3.62 0.00 11.66 0.00 22.76 10.00 164.22 16.42 60.90 0.00 18.06 362.28 1.10

AGOSTO 25.28 39.60 10.90 25.92 21.55 13.33 32.94 7.00 2.43 1.48 10.00 180.43 18.04 39.60 1.48 12.36 169.62 0.68


TOTAL 1165.05 1161.32 1180.71 1018.52 1005.95 920.34 1169.77 1016.90 903.18 1108.41 10.00 10650.14 1065.01 1180.71 903.18 100.30 11178.76 0.09

PROMEDIO 97.09 96.78 98.39 84.88 83.83 76.69 97.48 84.74 75.27 92.37 10.00 887.51 88.75 98.39 75.27 8.36 77.63 0.09


GRAFICO N 05.02. HISTOGRAMA MICROCUENCA VALLE DE HUACRA HUACHO Y TACCA300

PRECIPITACION (mm)

250 200 150 100

500 01 2 3 4 5 6 7 8 9


INFORMACION METEOROLOGICA GENERADAM. CUENCA: CUENCA 03 Valle de Salado PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 14 20' LONGITUD 71 35' ALTITUD 4244.01"S" "W" M.S.N.M.

CUADRO N 14.03.

N 1 2 3 4 5 6 7 8 9 10

AO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

ENERO 259.53 337.98 166.67 177.11 162.13 169.03 258.16 164.36 259.93 173.94 10.00 2128.83 212.88 337.98 162.13 58.20 3763.69 0.27

FEBRERO 321.11 269.92 264.11 177.24 259.23 157.56 219.46 180.90 228.66 206.37 10.00 2284.55 228.45 321.11 157.56 47.96 2555.79 0.21

MARZO 230.64 229.74 218.22 246.01 123.71 135.10 228.05 262.51 107.58 167.99 10.00 1949.55 194.95 262.51 107.58 53.21 3145.48 0.27350

ABRIL 51.22 57.25 76.89 54.52 55.64 44.19 84.09 54.14 30.95 87.77 10.00 596.66 59.67 87.77 30.95 17.02 321.91 0.29

MAYO 22.87 39.71 13.66 14.63 9.74 5.70 0.78 4.26 4.24 3.34 10.00 118.93 11.89 39.71 0.78 11.23 140.17 0.94

JUNIO 13.41 5.06 5.25 0.81 14.63 0.00 6.07 0.00 10.89 0.73 10.00 56.85 5.68 14.63 0.00 5.29 31.15 0.93

JULIO 10.19 29.41 68.92 2.62 33.12 4.45 0.00 8.21 0.00 21.20 10.00 178.11 17.81 68.92 0.00 20.46 465.21 1.15

AGOSTO 27.13 37.74 13.52 27.27 21.95 10.42 24.23 3.43 2.97 0.96 10.00 169.62 16.96 37.74 0.96 11.87 156.56 0.70


TOTAL 1253.56 1280.89 1205.22 1010.79 988.47 887.78 1166.00 960.85 893.81 1052.91 10.00 10700.28 1070.03 1280.89 887.78 138.66 21363.64 0.13

PROMEDIO 104.46 106.74 100.44 84.23 82.37 73.98 97.17 80.07 74.48 87.74 10.00 891.69 89.17 106.74 73.98 11.56 148.36 0.13


GRAFICO N 05.03. HISTOGRAMA MICROCUENCA VALLE DE SALADO300

PRECIPITACION (mm)

250 200 150 100

500 01 2 3 4 5 6 7 8 9


INFORMACION METEOROLOGICA GENERADAM. CUENCA: CUENCA 04 Valle de Oquero y Chaccomayo PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 14 15' LONGITUD 71 45' ALTITUD 4360.31"S" "W" M.S.N.M.

CUADRO N 14.04.

N 1 2 3 4 5 6 7 8 9 10

AO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

ENERO 257.51 348.73 173.83 192.98 176.62 172.02 275.58 173.38 272.09 190.11 10.00 2232.84 223.28 348.73 172.02 58.12 3753.78 0.26

FEBRERO 338.34 283.53 284.19 190.14 272.22 169.24 221.41 192.18 227.01 221.05 10.00 2399.29 239.93 338.34 169.24 50.21 2800.93 0.21

MARZO 231.99 235.24 230.48 243.65 125.34 151.05 230.09 268.93 113.35 165.66 10.00 1995.79 199.58 268.93 113.35 52.36 3045.88 0.26350

ABRIL 51.44 52.77 81.20 59.65 57.70 46.22 92.05 58.49 30.46 86.12 10.00 616.10 61.61 92.05 30.46 18.25 369.94 0.30

MAYO 24.14 40.48 15.78 14.61 12.30 7.09 0.98 4.06 5.25 4.33 10.00 129.00 12.90 40.48 0.98 11.33 142.74 0.88

JUNIO 13.01 6.05 5.43 1.06 14.49 0.00 7.78 0.00 10.40 0.95 10.00 59.17 5.92 14.49 0.00 5.16 29.55 0.87

JULIO 10.83 29.88 65.01 2.13 33.00 4.31 0.00 9.33 0.00 21.15 10.00 175.65 17.57 65.01 0.00 19.49 421.99 1.11

AGOSTO 28.99 39.02 12.87 28.47 23.44 10.93 26.61 4.35 2.93 1.25 10.00 178.86 17.89 39.02 1.25 12.43 171.79 0.70


TOTAL 1310.64 1335.25 1269.10 1073.26 1062.93 951.19 1217.04 1035.97 945.58 1132.37 10.00 11333.31 1133.33 1335.25 945.58 135.69 20457.87 0.12

PROMEDIO 109.22 111.27 105.76 89.44 88.58 79.27 101.42 86.33 78.80 94.36 10.00 944.44 94.44 111.27 78.80 11.31 142.07 0.12


GRAFICO N 05.04. HISTOGRAMA MICROCUENCA VALLE DE OQUERO Y CHACCOMAYO300

PRECIPITACION (mm)

250 200 150 100

500 01 2 3 4 5 6 7 8 9


INFORMACION METEOROLOGICA GENERADAM. CUENCA: CUENCA 05 Valle de Cayo Mani y Ornillos PARAMETRO: PRECIPITACION TOTAL MENSUAL (mm) LATITUD 14 25' LONGITUD 71 45' ALTITUD 4560.95"S" "W" M.S.N.M.

CUADRO N 14.05.

N 1 2 3 4 5 6 7 8 9 10

AO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009

ENERO 270.40 361.76 179.23 197.29 180.02 179.59 286.46 179.92 283.71 196.11 10.00 2314.51 231.45 361.76 179.23 61.15 4154.12 0.26

FEBRERO 351.85 292.07 293.87 197.39 282.30 173.06 232.06 199.04 239.55 229.49 10.00 2490.68 249.07 351.85 173.06 52.19 3026.61 0.21

MARZO 244.09 245.21 238.62 256.93 132.01 155.23 241.67 280.65 118.48 175.53 10.00 2088.43 208.84 280.65 118.48 54.82 3338.87 0.26350 300

ABRIL 53.48 56.01 83.74 61.65 60.22 48.08 94.32 60.96 31.92 91.64 10.00 642.01 64.20 94.32 31.92 18.87 395.43 0.29

MAYO 24.90 42.70 16.05 15.20 12.21 7.51 1.03 4.39 5.33 4.32 10.00 133.66 13.37 42.70 1.03 11.91 157.67 0.89

JUNIO 13.79 6.17 5.56 1.05 15.49 0.00 7.83 0.00 11.20 0.97 10.00 62.06 6.21 15.49 0.00 5.50 33.64 0.89

JULIO 11.29 31.36 70.04 2.36 34.87 4.57 0.00 9.70 0.00 22.66 10.00 186.84 18.68 70.04 0.00 20.92 486.15 1.12

AGOSTO 30.03 41.26 13.79 29.60 24.19 11.54 28.14 4.54 3.06 1.27 10.00 187.41 18.74 41.26 1.27 13.04 188.84 0.70


TOTAL 1361.80 1384.85 1314.31 1112.04 1094.68 982.90 1268.34 1071.32 980.44 1171.39 10.00 11742.08 1174.21 1384.85 980.44 142.47 22552.54 0.12

PROMEDIO 113.48 115.40 109.53 92.67 91.22 81.91 105.69 89.28 81.70 97.62 10.00 978.51 97.85 115.40 81.70 11.87 156.61 0.12


GRAFICO N 05.05. HISTOGRAMA MICROCUENCA VALLE DE CAYO MANI Y ORNILLOS

PRECIPITACION (mm)

250 200

150100 50 0 01 2 3 4 5 6 7 8 9


h.-Analisis de ConsistenciaCUADRO N 15.00. CURVA DE DOBLE MASAAO 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 CUENCA 01 RIO CULCHAMAYO PARCIAL ACUMULADO 89.21 88.92 90.38 77.97 77.00 70.45 89.54 77.84 69.14 84.85 89.21 178.13 268.51 346.48 423.49 493.93 583.48 661.32 730.46 815.31 CUENCA 02 RIO CHAQUIMAYO PARCIAL ACUMULADO 97.09 96.78 98.39 84.88 83.83 76.69 97.48 84.74 75.27 92.37 97.09 193.86 292.26 377.13 460.96 537.66 635.14 719.88 795.14 887.51 CUENCA 03 Valle deACUMULADO Salado PARCIAL 104.46 106.74 100.44 84.23 82.37 73.98 97.17 80.07 74.48 87.74 104.46 211.20 311.64 395.87 478.24 552.23 649.39 729.46 803.95 891.69 CUENCA 04 Valle de Oquero y PARCIAL ACUMULADO 109.22 111.27 105.76 89.44 88.58 79.27 101.42 86.33 78.80 94.36 109.22 220.49 326.25 415.69 504.26 583.53 684.95 771.28 850.08 944.44 CUENCA 05 TOTAL Valle de Cayo Mani y PARCIAL ACUMULADO PROMEDIO ACUMULADO 113.48 115.40 109.53 92.67 91.22 81.91 105.69 89.28 81.70 97.62 113.48 228.89 338.41 431.08 522.31 604.22 709.91 799.19 880.89 978.51 101.06 101.96 99.68 84.94 83.61 75.76 97.47 82.98 75.15 90.64 101.06 203.02 302.70 387.64 471.25 547.01 644.48 727.46 802.61 893.25

GRAFICO N 06.00.1000.00 900.00 800.00PRECIPITACION ESTACION (mm)

700.00 600.00

500.00400.00 300.00 200.00 100.00 0.00

0.00

200.00

400.00

600.00

800.00

1000.00

1200.00

PRECIPITACION ACUMULADA (mm)CUENCA 01 RIO CULCHAMAYO CUENCA 02 RIO CHAQUIMAYO CUENCA 03 Valle de Salado CUENCA 04 Valle de Oquero y Chaccomayo CUENCA 05 Valle de Cayo Mani y Ornillos

CUADRO N 16.01.

TEMPERATURA MINIMA MEDIA MENSUALESTACIONES

ALTITUDmsnm JUL AGO SET OCT NOV DIC

MESESENE FEB MAR ABR MAY JUN

MEDIA

ANTABAMBA PAMPACHIRI URIPA

3,636 3,364 3,100 a b r 3,789 4,125 4,244 4,360 4,561

1.20 2.50 4.30 22.12 -0.0058 -0.99 0.23 -1.72 -2.40 -3.08 -4.23

2.40 4.90 5.50 23.80 -0.0058 -0.95 1.82 -0.13 -0.82 -1.50 -2.66

3.80 5.20 7.00 25.42 -0.0060 -1.00 2.81 0.81 0.10 -0.59 -1.79

4.20 5.70 7.60 27.17 -0.0063 -1.00 3.16 1.03 0.27 -0.47 -1.74

4.80 5.70 8.10 26.88 -0.0061 -0.97 3.61 1.54 0.81 0.10 -1.14

5.10 5.10 7.90 23.53 -0.0052 -0.86 3.84 2.09 1.47 0.87 -0.17

4.90 5.90 8.10 26.36 -0.0060 -0.98 3.78 1.78 1.07 0.38 -0.82

5.00 6.00 7.90 24.49 -0.0054 -0.98 4.02 2.20 1.56 0.93 -0.15

4.80 6.60 8.00 26.58 -0.0060 -1.00 3.94 1.94 1.23 0.53 -0.67

3.70 7.00 7.40 29.36 -0.0069 -0.91 3.11 0.78 -0.05 -0.85 -2.24

1.90 3.50 6.10 30.18 -0.0078 -0.99 0.53 -2.10 -3.03 -3.94 -5.51

0.90 3.20 5.00 28.80 -0.0077 -1.00 -0.20 -2.77 -3.68 -4.57 -6.11

3.56 5.11 6.91 26.22 -0.0062 -1.00 2.55 0.45 -0.29 -1.02 -2.27

ECUACION DE REGRESION MICRO CUENCA MICRO CUENCA MICRO CUENCA MICRO CUENCA MICRO CUENCAFuente: SENAMHI

CUENCA 01 CUENCA 02 CUENCA 03 CUENCA 04 CUENCA 05

RIO CULCHAMAYO RIO CHAQUIMAYO Valle de Salado Valle de Oquero y Chaccomayo Valle de Cayo Mani y Ornillos

CUADRO N 16.02.

TEMPERATURA MEDIA MENSUALESTACIONES



MEDIA


3,636 3,364 3,100 a b r 3,789 4,125 4,244 4,360 4,561

10.10 10.10 11.90 21.95 -0.0033 -0.86 9.29 8.17 7.77 7.38 6.71

11.20 12.00 12.70 21.39 -0.0028 -1.00 10.78 9.84 9.51 9.19 8.62

11.80 12.20 13.70 24.47 -0.0035 -0.95 11.07 9.89 9.47 9.05 8.35

12.50 12.90 14.30 24.51 -0.0033 -0.95 11.82 10.69 10.30 9.91 9.23

12.80 13.40 14.70 25.54 -0.0035 -0.98 12.14 10.95 10.53 10.12 9.41

12.00 12.70 14.00 25.44 -0.0037 -0.98 11.33 10.07 9.63 9.20 8.45

11.20 12.70 13.50 26.93 -0.0043 -0.99 10.65 9.21 8.70 8.20 7.33

11.00 12.30 13.60 28.63 -0.0049 -1.00 10.25 8.62 8.04 7.48 6.51

10.70 12.60 13.50 29.88 -0.0052 -0.98 10.06 8.30 7.68 7.07 6.02

11.20 13.00 13.40 26.39 -0.0041 -0.94 10.79 9.41 8.92 8.44 7.62

10.80 11.50 13.00 25.56 -0.0041 -0.98 10.04 8.66 8.17 7.70 6.87

10.10 11.60 12.20 24.52 -0.0039 -0.97 9.64 8.32 7.86 7.40 6.61

11.28 12.25 13.38 25.43 -0.0039 -1.00 10.65 9.34 8.88 8.43 7.64




CUADRO N 16.03.

TEMPERATURA MAXIMA MEDIA MENSUALESTACIONES



MEDIA


3,636 3,364 3,100 a b r 3,789 4,125 4,244 4,360 4,561

17.80 18.70 19.50 29.35 -0.0032 -1.00 17.33 16.26 15.88 15.51 14.88

18.50 19.40 20.40 31.36 -0.0035 -1.00 17.94 16.75 16.32 15.91 15.20

19.00 19.50 20.70 30.39 -0.0032 -0.97 18.40 17.33 16.96 16.59 15.95

20.20 20.20 21.30 27.44 -0.0020 -0.86 19.70 19.02 18.78 18.54 18.13

20.20 20.90 21.60 29.69 -0.0026 -1.00 19.80 18.92 18.61 18.30 17.78

18.90 19.50 20.40 29.01 -0.0028 -0.99 18.42 17.48 17.15 16.82 16.26

17.10 19.50 19.60 34.51 -0.0047 -0.89 16.75 15.18 14.62 14.08 13.14

17.00 18.80 19.60 34.83 -0.0049 -0.98 16.41 14.78 14.20 13.64 12.66

16.80 18.80 19.60 36.02 -0.0052 -0.97 16.19 14.43 13.81 13.20 12.15

17.90 19.20 19.90 31.58 -0.0037 -0.99 17.42 16.17 15.72 15.29 14.54

18.70 19.00 20.20 28.69 -0.0028 -0.94 18.12 17.18 16.85 16.53 15.97

18.20 18.50 19.80 28.85 -0.0030 -0.94 17.58 16.58 16.22 15.88 15.28

18.36 19.33 20.22 30.98 -0.0035 -1.00 17.84 16.67 16.26 15.86 15.16




CUADRO N 17.01.

VARIABLES CLIMATICASM. CUENCA: CUENCA 01 RIO CULCHAMAYOVARIABLES UNIDAD

ALTITUD :

3,789 m.s.n.m.

LATITUD : 12 30' 29.31"

MESESJUL 15.09 16.59 3.90 3.00 9.29 0.23 17.33 31.00 1.23 368.85 233.20 258.10 249.60 246.97 7.97 354.93 230.76 103.49 102.30 5.60 65.50 2.00 AGO 16.58 11.35 8.92 8.00 10.78 1.82 17.94 31.00 1.23 406.84 226.20 233.30 243.60 234.37 7.56 362.69 245.28 116.08 116.25 6.40 65.50 1.00 SET 26.47 12.16 18.27 18.00 11.07 2.81 18.40 30.00 1.23 439.48 213.80 196.20 205.50 205.17 6.84 372.00 244.78 117.02 114.30 6.10 67.50 0.00 OCT 63.55 17.69 51.62 51.00 11.82 3.16 19.70 31.00 1.23 489.80 224.20 198.30 213.20 211.90 6.84 384.41 272.74 133.75 130.51 5.80 71.50 0.00 NOV 79.16 37.26 54.02 54.00 12.14 3.61 19.80 30.00 1.23 488.29 198.20 175.30 186.60 186.70 6.22 393.71 252.19 125.01 127.50 5.90 71.00 0.00 DIC 147.45 33.21 125.05 125.00 11.33 3.84 18.42 31.00 1.23 503.04 166.10 153.10 161.20 160.13 5.17 398.37 239.20 115.35 113.15 5.50 71.00 0.00 ENE 187.59 49.25 154.37 154.00 10.65 3.78 16.75 31.00 1.23 513.08 147.70 130.50 140.30 139.50 4.50 395.27 228.60 107.68 99.82 3.80 76.00 0.00 FEB 205.21 43.30 176.01 176.00 10.25 4.02 16.41 28.00 1.23 459.20 141.60 126.60 131.60 133.27 4.76 387.51 201.97 93.80 90.72 4.80 75.50 0.00 MAR 168.90 37.63 143.52 143.00 10.06 3.94 16.19 31.00 1.23 476.61 166.70 152.10 158.60 159.13 5.13 376.66 232.35 107.15 97.03 4.00 76.00 0.00 ABR 50.99 17.87 38.94 38.00 10.79 3.11 17.42 30.00 1.23 415.48 200.20 192.10 187.80 193.37 6.45 365.80 226.56 107.25 93.30 4.00 72.50 0.00 MAY 12.16 9.33 5.87 5.00 10.04 0.53 18.12 31.00 1.23 384.35 222.20 235.60 237.20 231.67 7.47 356.49 232.38 107.09 96.41 5.00 68.50 1.00 JUN 5.23 4.53 2.17 2.00 9.64 -0.20 17.58 30.00 1.23 344.95 222.60 242.70 237.40 234.23 7.81 351.83 211.09 95.90 98.40 6.30 67.00 2.00

TOTAL

PROMEDIO

PRECIPITACION MEDIA MENSUAL DESVIACION ESTANDAR PRECIPITACION AL 75 % PERSISTENCIA PRECIPITACION EFECTIVA (USDA) TEMPERATURA MEDIA MENSUAL TEMPERATURA MINIMA MEDIA MENSUAL TEMPERATURA MAXIMA MEDIA MENSUAL N DE DIAS POR MES FACTOR DE CORRECCION POR ALTURA (F.C.A.) RADIACION EXTRA-TERRESTRE (Ra) H.DE SOL TOTAL MENSUAL - E. ABANCAY (n1) H.DE SOL TOTAL MENSUAL - E. K'AYRA (n2) H.DE SOL TOTAL MENSUAL - E. PERAYOC (n3) H.DE SOL TOTAL MENSUAL - AREA DE CULTIVOS (n = (n1+n2+n3)/3) HORAS TEORICAS DE FUERTE INSOLACION (N) RADIACION SOLAR MEDIA (R.S.M) EVAPOTRANSPIRACION POTENCIAL (E.T.P.) (1) EVAPOTRANSPIRACION POTENCIAL (E.T.P.) (2) (referencial) VELOCIDAD DEL VIENTO - EST. ANGOSTURA (Vv) HUMEDAD RELATIVA MEDIA MENSUAL (H.R.) ** N DE DIAS CON HELADAS** Tomada de la Estacion AbancayFuente: Elaboracin Propia

mm mm mm mm C C C Dias

978.37 92.19 782.64 777.00

81.53 7.68 65.22 64.75 10.65 2.55 17.84 30.42 1.23 440.83 196.89 191.16 196.05 194.70 6.39 374.97 234.82 110.80 106.64 5.27 70.63

365.00

mm/dia hr/mes hr/mes hr/mes hr/mes hr/da hr/mes

5,289.95 2,362.70 2,293.90 2,352.60 2,336.40 76.71 4,499.67 2,817.89 1,329.57 1,279.69

mm. mm. m/s % Dias

6.00

1) Hargreaves

2) Penman-Monteih

USDA : Soil Conservation Service Method

USBR : United States Bureau of Reclamation Method

RADIACION EXTRA-TERRESTRE (Ra)

14 16 RaHORAS TEORICAS DE FUERTE INSOLACION (N)

Lat = B= D= "X"= B= D= "X"=

11.6 11.2 368.85 11.6 11.3 354.93 JUL

12.51 12.9 12.6 406.84 11.8 11.6 362.69 AGO

AL = 14.5 14.3 439.48 12 12 372.00 SET 15.8 15.8 489.80 12.3 12.5 384.41 OCT

3,789 16.5 16.8 488.29 12.6 12.8 393.71 NOV

16.6 17.1 503.04 12.7 13 398.37 DIC

16.7 16.9 513.08 12.6 12.9 395.27 ENE

16.4 16.4 459.20 12.4 12.6 387.51 FEB

15.3 15.2 476.61 12.1 12.2 376.66 MAR

13.7 13.5 415.48 11.8 11.8 365.80 ABR

12.1 11.7 384.35 11.6 11.4 356.49 MAY

11.2 10.8 344.95 11.5 11.2 351.83 JUN

10 15 N

CUADRO N 17.02.

VARIABLES CLIMATICASM. CUENCA: CUENCA 02 RIO CHAQUIMAYOVARIABLES UNIDAD

ALTITUD :

4,125 m.s.n.m.

LATITUD : 12 27' 13.66"

MESESJUL 16.42 18.06 4.24 4.00 8.17 -1.72 16.26 31.00 1.25 369.19 233.20 258.10 249.60 246.97 7.97 355.04 230.94 100.90 102.30 5.60 65.50 2.00 AGO 18.04 12.36 9.71 9.00 9.84 -0.13 16.75 31.00 1.25 407.09 226.20 233.30 243.60 234.37 7.56 362.76 245.41 114.16 116.25 6.40 65.50 1.00 SET 28.81 13.24 19.89 19.00 9.89 0.81 17.33 30.00 1.25 439.64 213.80 196.20 205.50 205.17 6.84 372.00 244.87 114.09 114.30 6.10 67.50 0.00 OCT 69.18 19.25 56.19 56.00 10.69 1.03 19.02 31.00 1.25 489.80 224.20 198.30 213.20 211.90 6.84 384.34 272.76 130.79 130.51 5.80 71.50 0.00 NOV 86.17 40.56 58.81 58.00 10.95 1.54 18.92 30.00 1.25 488.04 198.20 175.30 186.60 186.70 6.22 393.64 252.08 121.96 127.50 5.90 71.00 0.00 DIC 160.52 36.15 136.13 136.00 10.07 2.09 17.48 31.00 1.25 502.62 166.10 153.10 161.20 160.13 5.17 398.26 239.03 112.12 113.15 5.50 71.00 0.00 ENE 204.20 53.62 168.04 168.00 9.21 1.78 15.18 31.00 1.25 512.91 147.70 130.50 140.30 139.50 4.50 395.16 228.56 103.87 99.82 3.80 76.00 0.00 FEB 223.38 47.13 191.60 191.00 8.62 2.20 14.78 28.00 1.25 459.20 141.60 126.60 131.60 133.27 4.76 387.44 201.99 89.80 90.72 4.80 75.50 0.00 MAR 183.85 40.95 156.23 156.00 8.30 1.94 14.43 31.00 1.25 476.70 166.70 152.10 158.60 159.13 5.13 376.62 232.40 102.06 97.03 4.00 76.00 0.00 ABR 55.50 19.46 42.38 42.00 9.41 0.78 16.17 30.00 1.25 415.64 200.20 192.10 187.80 193.37 6.45 365.80 226.64 103.78 93.30 4.00 72.50 0.00 MAY 13.24 10.16 6.39 6.00 8.66 -2.10 17.18 31.00 1.25 384.69 222.20 235.60 237.20 231.67 7.47 356.56 232.56 103.55 96.41 5.00 68.50 1.00 JUN 5.69 4.93 2.36 2.00 8.32 -2.77 16.58 30.00 1.25 345.28 222.60 242.70 237.40 234.23 7.81 351.94 211.26 92.86 98.40 6.30 67.00 2.00

TOTAL

PROMEDIO



1,065.01 100.30 851.96 847.00

88.75 8.36 71.00 70.58 9.34 0.45 16.67 30.42 1.25 440.90 196.89 191.16 196.05 194.70 6.39 374.96 234.88 107.50 106.64 5.27 70.63

365.00


5,290.78 2,362.70 2,293.90 2,352.60 2,336.40 76.71 4,499.56 2,818.50 1,289.95 1,279.69

mm. mm. m/s % Dias

6.00

1) Hargreaves

2) Penman-Monteih





Lat = B= D= "X"= B= D= "X"=

11.6 11.2 369.19 11.6 11.3 355.04 JUL

12.45 12.9 12.6 407.09 11.8 11.6 362.76 AGO

AL = 14.5 14.3 439.64 12 12 372.00 SET 15.8 15.8 489.80 12.3 12.5 384.34 OCT

4,125 16.5 16.8 488.04 12.6 12.8 393.64 NOV

16.6 17.1 502.62 12.7 13 398.26 DIC

16.7 16.9 512.91 12.6 12.9 395.16 ENE

16.4 16.4 459.20 12.4 12.6 387.44 FEB

15.3 15.2 476.70 12.1 12.2 376.62 MAR

13.7 13.5 415.64 11.8 11.8 365.80 ABR

12.1 11.7 384.69 11.6 11.4 356.56 MAY

11.2 10.8 345.28 11.5 11.2 351.94 JUN

10 15 N

CUADRO N 17.03.

VARIABLES CLIMATICASM. CUENCA: CUENCA 03 Valle de SaladoVARIABLES UNIDAD

ALTITUD :

4,244 m.s.n.m.

LATITUD : 14 20'

MESESJUL 17.81 20.46 4.01 4.00 7.77 -2.40 15.88 31.00 1.25 357.53 233.20 258.10 249.60 246.97 7.97 351.54 224.76 97.25 102.30 5.60 65.50 2.00 AGO 16.96 11.87 8.96 8.00 9.51 -0.82 16.32 31.00 1.25 398.35 226.20 233.30 243.60 234.37 7.56 360.43 240.92 111.35 116.25 6.40 65.50 1.00 SET 27.57 13.98 18.14 18.00 9.47 0.10 16.96 30.00 1.25 434.00 213.80 196.20 205.50 205.17 6.84 372.00 241.73 111.55 114.30 6.10 67.50 0.00 OCT 66.46 22.10 51.56 51.00 10.30 0.27 18.78 31.00 1.25 489.80 224.20 198.30 213.20 211.90 6.84 386.67 271.94 129.31 130.51 5.80 71.50 0.00 NOV 79.82 37.97 54.21 54.00 10.53 0.81 18.61 30.00 1.25 496.50 198.20 175.30 186.60 186.70 6.22 395.97 255.69 122.59 127.50 5.90 71.00 0.00 DIC 147.87 32.08 126.23 126.00 9.63 1.47 17.15 31.00 1.25 517.18 166.10 153.10 161.20 160.13 5.17 401.76 244.89 113.69 113.15 5.50 71.00 0.00 ENE 212.88 58.20 173.63 173.00 8.70 1.07 14.62 31.00 1.25 518.73 147.70 130.50 140.30 139.50 4.50 398.66 230.14 103.20 99.82 3.80 76.00 0.00 FEB 228.45 47.96 196.11 196.00 8.04 1.56 14.20 28.00 1.25 459.20 141.60 126.60 131.60 133.27 4.76 389.77 201.38 88.08 90.72 4.80 75.50 0.00 MAR 194.95 53.21 159.07 159.00 7.68 1.23 13.81 31.00 1.25 473.78 166.70 152.10 158.60 159.13 5.13 377.79 230.62 99.43 97.03 4.00 76.00 0.00 ABR 59.67 17.02 48.19 48.00 8.92 -0.05 15.72 30.00 1.25 410.00 200.20 192.10 187.80 193.37 6.45 365.80 223.57 101.10 93.30 4.00 72.50 0.00 MAY 11.89 11.23 4.32 4.00 8.17 -3.03 16.85 31.00 1.25 373.03 222.20 235.60 237.20 231.67 7.47 354.23 226.26 99.45 96.41 5.00 68.50 1.00 JUN 5.68 5.29 2.11 2.00 7.86 -3.68 16.22 30.00 1.25 334.00 222.60 242.70 237.40 234.23 7.81 348.44 205.38 89.17 98.40 6.30 67.00 2.00

TOTAL

PROMEDIO



1,070.03 138.66 846.52 843.00

89.17 11.56 70.54 70.25 8.88 (0.29) 16.26 30.42 1.25 438.51 196.89 191.16 196.05 194.70 6.39 375.26 233.11 105.51 106.64 5.27 70.63

365.00


5,262.12 2,362.70 2,293.90 2,352.60 2,336.40 76.71 4,503.06 2,797.27 1,266.16 1,279.69

mm. mm. m/s % Dias

6.00

1) Hargreaves

2) Penman-Monteih





Lat = B= D= "X"= B= D= "X"=

11.6 11.2 357.53 11.6 11.3 351.54 JUL

14.33 12.9 12.6 398.35 11.8 11.6 360.43 AGO

AL = 14.5 14.3 434.00 12 12 372.00 SET 15.8 15.8 489.80 12.3 12.5 386.67 OCT

4,244 16.5 16.8 496.50 12.6 12.8 395.97 NOV

16.6 17.1 517.18 12.7 13 401.76 DIC

16.7 16.9 518.73 12.6 12.9 398.66 ENE

16.4 16.4 459.20 12.4 12.6 389.77 FEB

15.3 15.2 473.78 12.1 12.2 377.79 MAR

13.7 13.5 410.00 11.8 11.8 365.80 ABR

12.1 11.7 373.03 11.6 11.4 354.23 MAY

11.2 10.8 334.00 11.5 11.2 348.44 JUN

10 15 N

CUADRO N 17.04.

VARIABLES CLIMATICASM. CUENCA: CUENCA 04 Valle de Oquero y ChaccomayoVARIABLES UNIDAD

ALTITUD :

4,360 m.s.n.m.

LATITUD : 14 15'

MESESJUL 17.57 19.49 4.42 4.00 7.38 -3.08 15.51 31.00 1.26 358.05 233.20 258.10 249.60 246.97 7.97 351.70 225.03 96.42 102.30 5.60 65.50 2.00 AGO 17.89 12.43 9.50 9.00 9.19 -1.50 15.91 31.00 1.26 398.74 226.20 233.30 243.60 234.37 7.56 360.53 241.12 110.73 116.25 6.40 65.50 1.00 SET 29.13 14.10 19.62 19.00 9.05 -0.59 16.59 30.00 1.26 434.25 213.80 196.20 205.50 205.17 6.84 372.00 241.87 110.54 114.30 6.10 67.50 0.00 OCT 73.22 22.73 57.89 57.00 9.91 -0.47 18.54 31.00 1.26 489.80 224.20 198.30 213.20 211.90 6.84 386.57 271.98 128.24 130.51 5.80 71.50 0.00 NOV 88.54 41.52 60.53 60.00 10.12 0.10 18.30 30.00 1.26 496.13 198.20 175.30 186.60 186.70 6.22 395.87 255.53 121.41 127.50 5.90 71.00 0.00 DIC 163.76 34.97 140.18 140.00 9.20 0.87 16.82 31.00 1.26 516.54 166.10 153.10 161.20 160.13 5.17 401.61 244.63 112.39 113.15 5.50 71.00 0.00 ENE 223.28 58.12 184.08 184.00 8.20 0.38 14.08 31.00 1.26 518.48 147.70 130.50 140.30 139.50 4.50 398.51 230.07 101.78 99.82 3.80 76.00 0.00 FEB 239.93 50.21 206.06 206.00 7.48 0.93 13.64 28.00 1.26 459.20 141.60 126.60 131.60 133.27 4.76 389.67 201.41 86.64 90.72 4.80 75.50 0.00 MAR 199.58 52.36 164.26 164.00 7.07 0.53 13.20 31.00 1.26 473.91 166.70 152.10 158.60 159.13 5.13 377.74 230.70 97.62 97.03 4.00 76.00 0.00 ABR 61.61 18.25 49.30 49.00 8.44 -0.85 15.29 30.00 1.26 410.25 200.20 192.10 187.80 193.37 6.45 365.80 223.71 99.90 93.30 4.00 72.50 0.00 MAY 12.90 11.33 5.26 5.00 7.70 -3.94 16.53 31.00 1.26 373.55 222.20 235.60 237.20 231.67 7.47 354.33 226.54 98.29 96.41 5.00 68.50 1.00 JUN 5.92 5.16 2.44 2.00 7.40 -4.57 15.88 30.00 1.26 334.50 222.60 242.70 237.40 234.23 7.81 348.60 205.65 88.18 98.40 6.30 67.00 2.00

TOTAL

PROMEDIO



1,133.33 135.69 903.55 899.00

94.44 11.31 75.30 74.92 8.43 (1.02) 15.86 30.42 1.26 438.62 196.89 191.16 196.05 194.70 6.39 375.24 233.18 104.35 106.64 5.27 70.63

365.00


5,263.39 2,362.70 2,293.90 2,352.60 2,336.40 76.71 4,502.91 2,798.22 1,252.15 1,279.69

mm. mm. m/s % Dias

6.00

1) Hargreaves

2) Penman-Monteih





Lat = B= D= "X"= B= D= "X"=

11.6 11.2 358.05 11.6 11.3 351.70 JUL

14.25 12.9 12.6 398.74 11.8 11.6 360.53 AGO

AL = 14.5 14.3 434.25 12 12 372.00 SET 15.8 15.8 489.80 12.3 12.5 386.57 OCT

4,360 16.5 16.8 496.13 12.6 12.8 395.87 NOV

16.6 17.1 516.54 12.7 13 401.61 DIC

16.7 16.9 518.48 12.6 12.9 398.51 ENE

16.4 16.4 459.20 12.4 12.6 389.67 FEB

15.3 15.2 473.91 12.1 12.2 377.74 MAR

13.7 13.5 410.25 11.8 11.8 365.80 ABR

12.1 11.7 373.55 11.6 11.4 354.33 MAY

11.2 10.8 334.50 11.5 11.2 348.60 JUN

10 15 N

CUADRO N 17.05.

VARIABLES CLIMATICASM. CUENCA: CUENCA 05 Valle de Cayo Mani y OrnillosVARIABLES UNIDAD

ALTITUD :

4,561 m.s.n.m.

LATITUD : 14 25'

MESESJUL 18.68 20.92 4.58 4.00 6.71 -4.23 14.88 31.00 1.26 357.02 233.20 258.10 249.60 246.97 7.97 351.39 224.48 93.62 102.30 5.60 65.50 2.00 AGO 18.74 13.04 9.95 9.00 8.62 -2.66 15.20 31.00 1.26 397.96 226.20 233.30 243.60 234.37 7.56 360.32 240.72 108.24 116.25 6.40 65.50 1.00 SET 30.35 14.81 20.35 20.00 8.35 -1.79 15.95 30.00 1.26 433.75 213.80 196.20 205.50 205.17 6.84 372.00 241.59 107.49 114.30 6.10 67.50 0.00 OCT 75.01 23.48 59.17 59.00 9.23 -1.74 18.13 31.00 1.26 489.80 224.20 198.30 213.20 211.90 6.84 386.78 271.90 125.09 130.51 5.80 71.50 0.00 NOV 90.61 42.55 61.90 61.00 9.41 -1.14 17.78 30.00 1.26 496.88 198.20 175.30 186.60 186.70 6.22 396.08 255.85 118.47 127.50 5.90 71.00 0.00 DIC 167.69 35.99 143.42 143.00 8.45 -0.17 16.26 31.00 1.26 517.83 166.10 153.10 161.20 160.13 5.17 401.92 245.14 109.51 113.15 5.50 71.00 0.00 ENE 231.45 61.15 190.21 190.00 7.33 -0.82 13.14 31.00 1.26 518.99 147.70 130.50 140.30 139.50 4.50 398.82 230.21 98.46 99.82 3.80 76.00 0.00 FEB 249.07 52.19 213.86 213.00 6.51 -0.15 12.66 28.00 1.26 459.20 141.60 126.60 131.60 133.27 4.76 389.88 201.35 83.28 90.72 4.80 75.50 0.00 MAR 208.84 54.82 171.87 171.00 6.02 -0.67 12.15 31.00 1.26 473.65 166.70 152.10 158.60 159.13 5.13 377.84 230.54 93.43 97.03 4.00 76.00 0.00 ABR 64.20 18.87 51.48 51.00 7.62 -2.24 14.54 30.00 1.26 409.75 200.20 192.10 187.80 193.37 6.45 365.80 223.43 96.64 93.30 4.00 72.50 0.00 MAY 13.37 11.91 5.33 5.00 6.87 -5.51 15.97 31.00 1.26 372.52 222.20 235.60 237.20 231.67 7.47 354.12 225.98 94.88 96.41 5.00 68.50 1.00 JUN 6.21 5.50 2.50 2.00 6.61 -6.11 15.28 30.00 1.26 333.50 222.60 242.70 237.40 234.23 7.81 348.29 205.12 85.21 98.40 6.30 67.00 2.00

TOTAL

PROMEDIO



1,174.21 142.47 934.61 928.00

97.85 11.87 77.88 77.33 7.64 (2.27) 15.16 30.42 1.26 438.40 196.89 191.16 196.05 194.70 6.39 375.27 233.03 101.19 106.64 5.27 70.63

365.00


5,260.85 2,362.70 2,293.90 2,352.60 2,336.40 76.71 4,503.22 2,796.33 1,214.33 1,279.69

mm. mm. m/s % Dias

6.00

1) Hargreaves

2) Penman-Monteih





Lat = B= D= "X"= B= D= "X"=

11.6 11.2 357.02 11.6 11.3 351.39 JUL

14.42 12.9 12.6 397.96 11.8 11.6 360.32 AGO

AL = 14.5 14.3 433.75 12 12 372.00 SET 15.8 15.8 489.80 12.3 12.5 386.78 OCT

4,561 16.5 16.8 496.88 12.6 12.8 396.08 NOV

16.6 17.1 517.83 12.7 13 401.92 DIC

16.7 16.9 518.99 12.6 12.9 398.82 ENE

16.4 16.4 459.20 12.4 12.6 389.88 FEB

15.3 15.2 473.65 12.1 12.2 377.84 MAR

13.7 13.5 409.75 11.8 11.8 365.80 ABR

12.1 11.7 372.52 11.6 11.4 354.12 MAY

11.2 10.8 333.50 11.5 11.2 348.29 JUN

10 15 N

CUADRO N 18.01.

PARAMETROS FISIOGRAFICOS E HIDROLOGICOSPARAMETROS HIDROLOGICOS VARIABLES UNIDAD JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN TOTAL PROMEDIO LATITUD LONGITUD PARAMETROS FISIOGRAFICOS ALTITUD m.s.n.m. 16.58 11.35 8.92 8.00 10.78 1.82 17.94 406.84 234.37 362.69 245.28 116.08 26.47 12.16 18.27 18.00 11.07 2.81 18.40 439.48 205.17 372.00 244.78 117.02 63.55 17.69 51.62 51.00 11.82 3.16 19.70 489.80 211.90 384.41 272.74 133.75 79.16 37.26 54.02 54.00 12.14 3.61 19.80 147.45 187.59 205.21 168.90 33.21 49.25 43.30 37.63 125.05 154.37 176.01 143.52 125.00 154.00 176.00 143.00 11.33 3.84 18.42 10.65 3.78 16.75 10.25 4.02 16.41 10.06 3.94 16.19 50.99 17.87 38.94 38.00 10.79 3.11 17.42 12.16 9.33 5.87 5.00 10.04 0.53 18.12 5.23 4.53 2.17 2.00 9.64 -0.20 17.58 978.37 92.19 782.64 777.00 81.53 12.50814 7.68 65.22 64.75 10.65 2.55 La Microcuenca del Valle del Rio Livitaca y Chacco, tiene una extensin de 114,680.53 ha de superficie y un permetro total de 219.04 Km. La altitud promedio de la microcuenca es de 4,040.48 m.s.n.m. Presenta en su superficie morfologa variada con pendientes abruptas y empinadas, teniendo una 440.83 pendiente promedio de 5.91%, la cobertura vegetal es escasa en esta zona, no existe nevados 194.70 perpetuos. Su sistema de drenaje lo constituye principalmente las precipitaciones pluviales. 374.97 17.84 234.82 110.80 75.59 3,789.11 AREA DE LA CUENCA Km2 46.47 DESCRIPCION PENDIENTE C. m/Km 271.40 TEMP. SECA das 214 RETENCION mm/ao 150.00

M. CUENCA:PRECIPITACION MEDIA MENSUAL DESVIACION ESTANDAR PRECIPITACION AL 75% DE PERSISTENCIA PRECIPITACION EFECTIVA AL 75% DE PERSISTENCIA (b) TEMPERATURA MEDIA MENSUAL (r) TEMPERATURA MINIMA MEDIA MENSUAL (r) TEMPERATURA MAXIMA MEDIA MENSUAL (r) RADIACION EXTRA-TERRESTRE HRAS. DE SOL TOTAL MENSUAL HRAS. TEORICAS DE FUERTE INSOLACION RADIACION SOLAR MEDIA EVAPOTRANSPIRACION POTENCIAL (a)(r) : Datos regionalizados

CUENCA 01 RIO CULCHAMAYOPc S P 75% PE 75% Tc Tmin Tmax Ra n N RSM ETP mm. mm. mm. mm. C C C hr/m hr/da mm. 15.09 16.59 3.90 3.00 9.29 0.23 17.33 246.97 354.93 230.76 103.49

mm/da 368.85

488.29 503.04 513.08 459.20 476.61 415.48 384.35 344.95 5,289.95 186.70 160.13 139.50 133.27 159.13 193.37 231.67 234.23 2,336.40 393.71 398.37 395.27 387.51 376.66 365.80 356.49 351.83 4,499.67 252.19 239.20 228.60 201.97 232.35 226.56 232.38 211.09 2,817.89 125.01 115.35 107.68 93.80 107.15 107.25 107.09 95.90 1329.57

(a) : Segun Mtodo de Hargreaves III Modificado para la Sierra Peruana.

(b) : Segn USBR

CUADRO N 18.02.PARAMETROS HIDROLOGICOS VARIABLES UNIDAD JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN TOTAL PROMEDIO LATITUD LONGITUD PARAMETROS FISIOGRAFICOS ALTITUD m.s.n.m. 18.04 12.36 9.71 9.00 9.84 -0.13 16.75 407.09 234.37 362.76 245.41 114.16 28.81 13.24 19.89 19.00 9.89 0.81 17.33 439.64 205.17 372.00 244.87 114.09 69.18 19.25 56.19 56.00 10.69 1.03 19.02 489.80 211.90 384.34 272.76 130.79 86.17 40.56 58.81 58.00 10.95 1.54 18.92 160.52 204.20 223.38 183.85 36.15 53.62 47.13 40.95 136.13 168.04 191.60 156.23 136.00 168.00 191.00 156.00 10.07 2.09 17.48 9.21 1.78 15.18 8.62 2.20 14.78 8.30 1.94 14.43 55.50 19.46 42.38 42.00 9.41 0.78 16.17 13.24 10.16 6.39 6.00 8.66 -2.10 17.18 5.69 4.93 2.36 2.00 8.32 -2.77 16.58 1,065.01 100.30 851.96 847.00 88.75 8.36 71.00 70.58 9.34 0.45 16.67 440.90 194.70 374.96 234.88 107.50 La Microcuenca del Valle del Rio Huacra Huacho y Tacca, tiene una extensin de 189,548.68 ha de superficie y un permetro total de 258.88 Km. La altitud promedio de la microcuenca es de 4,098.02 m.s.n.m. Presenta en su superficie morfologa variada con pendientes abruptas y empinadas, teniendo una pendiente promedio de 3.86%, la cobertura vegetal es escasa en esta zona, no existe nevados perpetuos. Su sistema de drenaje lo constituye principalmente las precipitaciones pluviales. 12.45 75.59 4125.00 AREA DE LA CUENCA Km 3.66 DESCRIPCION2

PENDIENTE C. m/Km 878.64


CUENCA 02 RIO CHAQUIMAYOPc S P 75% PE 75% Tc Tmin Tmax Ra n N RSM ETP mm. mm. mm. mm. C C C hr/m hr/da mm. 16.42 18.06 4.24 4.00 8.17 -1.72 16.26 246.97 355.04 230.94 100.90

TEMP. SECA das 214

RETENCION mm/ao 150.00

mm/da 369.19

488.04 502.62 512.91 459.20 476.70 415.64 384.69 345.28 5,290.78 186.70 160.13 139.50 133.27 159.13 193.37 231.67 234.23 2,336.40 393.64 398.26 395.16 387.44 376.62 365.80 356.56 351.94 4,499.56 252.08 239.03 228.56 201.99 232.40 226.64 232.56 211.26 2,818.50 121.96 112.12 103.87 89.80 102.06 103.78 103.55 92.86 1,289.95


(b) : Segn USBR

CUADRO N 18.03.PARAMETROS HIDROLOGICOS VARIABLES UNIDAD JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN TOTAL PROMEDIO LATITUD LONGITUD PARAMETROS FISIOGRAFICOS ALTITUD m.s.n.m. 16.96 11.87 8.96 8.00 9.51 -0.82 16.32 398.35 234.37 360.43 240.92 111.35 27.57 13.98 18.14 18.00 9.47 0.10 16.96 434.00 205.17 372.00 241.73 111.55 66.46 22.10 51.56 51.00 10.30 0.27 18.78 489.80 211.90 386.67 271.94 129.31 79.82 37.97 54.21 54.00 10.53 0.81 18.61 147.87 212.88 228.45 194.95 32.08 58.20 47.96 53.21 126.23 173.63 196.11 159.07 126.00 173.00 196.00 159.00 9.63 1.47 17.15 8.70 1.07 14.62 8.04 1.56 14.20 7.68 1.23 13.81 59.67 17.02 48.19 48.00 8.92 -0.05 15.72 11.89 11.23 4.32 4.00 8.17 -3.03 16.85 5.68 5.29 2.11 2.00 7.86 -3.68 16.22 1,070.03 138.66 846.52 843.00 89.17 11.56 70.54 70.25 8.88 La Microcuenca del Valle del Rio Salado, tiene una extensin de 240,461.08 ha de superficie y un permetro total de 267.33 Km. La altitud promedio de la microcuenca es de 4,244.01 m.s.n.m. Presenta en su superficie morfologa variada con pendientes abruptas y empinadas, teniendo una pendiente promedio de 2.45%, la cobertura vegetal es escasa en esta zona, no existe nevados perpetuos. Su 194.70 sistema de drenaje lo constituye principalmente las precipitaciones pluviales. 375.26 -0.29 16.26 438.51 233.11 105.51 14.33 71.58 4,244.01 AREA DE LA CUENCA Km2 2,404.61 DESCRIPCION PENDIENTE C. m/Km 24.47 TEMP. SECA das 214 RETENCION mm/ao 150.00


CUENCA 03 Valle de SaladoPc S P 75% PE 75% Tc Tmin Tmax Ra n N RSM ETP mm. mm. mm. mm. C C C hr/m hr/da mm. 17.81 20.46 4.01 4.00 7.77 -2.40 15.88 246.97 351.54 224.76 97.25

mm/da 357.53

496.50 517.18 518.73 459.20 473.78 410.00 373.03 334.00 5,262.12 186.70 160.13 139.50 133.27 159.13 193.37 231.67 234.23 2,336.40 395.97 401.76 398.66 389.77 377.79 365.80 354.23 348.44 4,503.06 255.69 244.89 230.14 201.38 230.62 223.57 226.26 205.38 2,797.27 122.59 113.69 103.20 88.08 99.43 101.10 99.45 89.17 1,266.16


(b) : Segn USBR

CUADRO N 18.04.PARAMETROS HIDROLOGICOS VARIABLES UNIDAD JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN TOTAL PROMEDIO LATITUD LONGITUD PARAMETROS FISIOGRAFICOS ALTITUD m.s.n.m. 29.13 14.10 19.62 19.00 9.05 -0.59 16.59 434.25 205.17 372.00 241.87 110.54 73.22 22.73 57.89 57.00 9.91 -0.47 18.54 489.80 211.90 386.57 271.98 128.24 88.54 41.52 60.53 60.00 10.12 0.10 18.30 163.76 223.28 239.93 199.58 34.97 58.12 50.21 52.36 140.18 184.08 206.06 164.26 140.00 184.00 206.00 164.00 9.20 0.87 16.82 8.20 0.38 14.08 7.48 0.93 13.64 7.07 0.53 13.20 61.61 18.25 49.30 49.00 8.44 -0.85 15.29 12.90 11.33 5.26 5.00 7.70 -3.94 16.53 5.92 5.16 2.44 2.00 7.40 -4.57 15.88 1,133.33 135.69 903.55 899.00 94.44 11.31 75.30 74.92 8.43 -1.02 15.86 438.62 194.70 375.24 233.18 104.35 La Microcuenca del Valle del Rio Oquero y Chaccomayo, tiene una extensin de 199,885.10 ha de superficie y un permetro total de 235.44 Km. La altitud promedio de la microcuenca es de 4,360.31 m.s.n.m. Presenta en su superficie morfologa variada con pendientes abruptas y empinadas, teniendo una pendiente promedio de 2.80%, la cobertura vegetal es escasa en esta zona, no existe nevados perpetuos. Su sistema de drenaje lo constituye principalmente las precipitaciones pluviales. 14.25 71.75 4,360.31 AREA DE LA CUENCA Km2 1,998.85 DESCRIPCION PENDIENTE C. m/Km 27.96 TEMP. SECA das 214 RETENCION mm/ao 150.00


CUENCA 04 Valle de Oquero y ChaccomayoPc S P 75% PE 75% Tc Tmin Tmax Ra n N RSM ETP mm. mm. mm. mm. C C C hr/m hr/da mm. 17.57 19.49 4.42 4.00 7.38 -3.08 15.51 246.97 351.70 225.03 96.42 17.89 12.43 9.50 9.00 9.19 -1.50 15.91 398.74 234.37 360.53 241.12 110.73

mm/da 358.05

496.13 516.54 518.48 459.20 473.91 410.25 373.55 334.50 5,263.39 186.70 160.13 139.50 133.27 159.13 193.37 231.67 234.23 2,336.40 395.87 401.61 398.51 389.67 377.74 365.80 354.33 348.60 4,502.91 255.53 244.63 230.07 201.41 230.70 223.71 226.54 205.65 2,798.22 121.41 112.39 101.78 86.64 97.62 99.90 98.29 88.18 1,252.15


(b) : Segn USBR

CUADRO N 18.05.PARAMETROS HIDROLOGICOS VARIABLES UNIDAD JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN TOTAL PROMEDIO LATITUD LONGITUD PARAMETROS FISIOGRAFICOS ALTITUD m.s.n.m. 30.35 14.81 20.35 20.00 8.35 -1.79 15.95 433.75 205.17 372.00 241.59 107.49 75.01 23.48 59.17 59.00 9.23 -1.74 18.13 489.80 211.90 386.78 271.90 125.09 90.61 42.55 61.90 61.00 9.41 -1.14 17.78 167.69 231.45 249.07 208.84 35.99 61.15 52.19 54.82 143.42 190.21 213.86 171.87 143.00 190.00 213.00 171.00 8.45 -0.17 16.26 7.33 -0.82 13.14 6.51 -0.15 12.66 6.02 -0.67 12.15 64.20 18.87 51.48 51.00 7.62 -2.24 14.54 13.37 11.91 5.33 5.00 6.87 -5.51 15.97 6.21 5.50 2.50 2.00 6.61 -6.11 15.28 1,174.21 142.47 934.61 928.00 97.85 14.41667 11.87 77.88 77.33 7.64 -2.27 15.16 438.40 194.70 375.27 233.03 101.19 La Microcuenca del Valle del Rio Cayo Mani y Ornillos, tiene una extensin de 200,871.73 ha de superficie y un permetro total de 194.57 Km. La altitud promedio de la microcuenca es de 4,560.95 m.s.n.m. Presenta en su superficie morfologa variada con pendientes abruptas y empinadas, teniendo una pendiente promedio de 2.90%, la cobertura vegetal es escasa en esta zona, no existe nevados perpetuos. Su sistema de drenaje lo constituye principalmente las precipitaciones pluviales. 71.76 4,560.95 AREA DE LA CUENCA Km2 2,008.72 DESCRIPCION PENDIENTE C. m/Km 29.01 TEMP. SECA das 214 RETENCION mm/ao 150.00


CUENCA 05 Valle de Cayo Mani y OrnillosPc S P 75% PE 75% Tc Tmin Tmax Ra n N RSM ETP mm. mm. mm. mm. C C C hr/m hr/da mm. 18.68 20.92 4.58 4.00 6.71 -4.23 14.88 246.97 351.39 224.48 93.62 18.74 13.04 9.95 9.00 8.62 -2.66 15.20 397.96 234.37 360.32 240.72 108.24

mm/da 357.02

496.88 517.83 518.99 459.20 473.65 409.75 372.52 333.50 5,260.85 186.70 160.13 139.50 133.27 159.13 193.37 231.67 234.23 2,336.40 396.08 401.92 398.82 389.88 377.84 365.80 354.12 348.29 4,503.22 255.85 245.14 230.21 201.35 230.54 223.43 225.98 205.12 2,796.33 118.47 109.51 98.46 83.28 93.43 96.64 94.88 85.21 1,214.33


(b) : Segn USBR

CUADRO N 19.01.

GENERACION DE CAUDALES MENSUALES CUENCA 01 RIO CULCHAMAYODATOS BASICOSHc = He = Pc = Te = LS = 3,789.11 3,366.67 978.37 10.65 12.51 msnm msnm mm/ao C Altura Media de la Cuenca Altura de la Estacin de Referencia Precipitacin Media de la Cuenca Temperatura Estacin de Referencia Latitud Sur Centro de Gravedad de la Cuenca Ra = R= TD = AR = 5,289.95 150.00 214.00 46.47 mm/ao mm/ao das Km Radiacin extraterrestre para la cuenca *Retencin de la Cuenca *Duracin de la Temporada Seca Area de la cuenca

CALCULOS BASICOSCALCULO DEL COEFICIENTE DE ESCURRIMIENTO 1.- TEMPERATURA MEDIA DE LA CUENCA (C) Tc = (Te-(0.0059*(Hc-He)) Tc = 8.2 2.- TEMPERATURA MEDIA DE LA CUENCA (F) F = 1.8*Tc+32 F= 46.69264 3.- EVAPOTRANSPIRACION POTENCIAL DE LA CUENCA (mm/ao) ETP = 0.0075*0.075*Ra*((n/N*100)^0.5)*F*(1+0.06*Hc/1000) ETP = 1,023.9 4.- COEFICIENTE DE ESCURRIMIENTO (C) . Coeficiente de Temperatura (C) Ct = 300 + 25*Tc +0.05*Tc^3 Ct = 531.26 . Dficit de escurrimiento (D0,D1) D0 = 0.872*Pc+1.032*ETP-1380 D0 = 529.83 D1 = Pc/(0.9+Pc^2/Ct^2)^0.5 D1 = 472.28 5.- Coeficientes . C1 = 0.914-2.36E-4*Pc-0.0581*Tc C1 = 0.21 . C2 = 0.682-0.0526*Tc-1.36E-4*Tc^2 C2 = 0.24 . C3 = 1.813-1.87E-4*Pc-1.12E-3*ETP C3 = 0.48 . C4 = 5.21-7.31E-3*ETP+2.68E-6*ETP^2 C4 = 0.53 . C5 = 3.16E12*Pc^-0.571*ETP^-3.688 C5 = 0.49 . C6 = 6.47-0.0691*Ln(Pc)-0.8*Ln(ETP) C6 = 0.45 . C7 = (Pc-D0)/Pc C7 = 0.46 . C8 = (Pc-D1)/Pc C8 = 6.- Determinar C: C= 0.52 C=(C3+C4+C5+C6+C7+C8)/6 (promedio) 0.49 Se adopta este valor por ser el ms representativo CALCULO DEL COEFICIENTE DE PRECIPITACION EFECTIVA Coeficientes de Precipitacin Efectiva C1 = (C*Pc-PEII)/(PEI-PEII) C1 = (C*Pc-PEIlI)/(PElI-PEIlI) C1 = -0.474796021 C1 = 0.435180429 C2 = (C*Pc-PEI)/(PEII-PEI) C2 = (C*Pc-PEIl)/(PEllI-PEII) C2 = 1.474796021 C2 = 0.564819571 2 CALCULO DEL COEFICIENTE DE AGOTAMIENTO 1.- Agotamiento muy rpido por temperatura elevada > 10 y R reducida a mediana (50 mm/ao - 80 mm/ao) a1 = -0.00252*ln(AR)+0.034 a1 = 0.02432644 2.- Agotamiento rpido por la retencin entre (50 mm/ao - 80 mm/ao) y vegetacin poco desarrollada (puna) a2 = -0.00252*ln(AR)+0.030 a2 = 0.02032644 3.- Agotamiento mediano por retencin mediana (80 mm/ao) y vegetacin mezclada (pastos, bosques y terrenos cultivados) a3 = -0.00252*ln(AR)+0.026 a3 = 0.01632644 4.- Agotamiento reducido por alta retencin arriba de (100 mm/ao) y vegetacin mezclada (pastos, bosques y terrenos cultivados) a4 = -0.00252*ln(AR)+0.023 a4 = 0.01332644 5.- Coeficiente segn frmulas calibradas (19 cuencas) a5 = 3.1249E67*AR^(-0.1144)*ETP^(-19.336)*TD^(-3.369)*R^(-1.429) a5 = 0.013701086 6.- Determinar el coeficiente de agotamiento a= 0.00900 a2 por que se adapta a la zona. DATOS DE ALGUNOS AUTORES SOBRE C: C = 0.53 C = 0.42 C = 0.80 C = 0.60Pastizales plano (T.R.100) - Manejo de cuencas Altoandinas Ing.Absalon Vasquez Cultivos de Pastos - Riegos y Avenamientos - Ing. Enrique Blair Areas desnudas - Riegos y Avenamientos - Ing. Enrique Blair Pastizales planos > 7 % (T.R.500) - Manual de Hidrologia - Ing. Ven Te Chow

CUADRO N 19.02.

GENERACION DE CAUDALES MENSUALES PARA EL AO PROMEDIO MEDIANTE EL MODELO HIDROLOGICO CUENCA 01 RIO CULCHAMAYO

AREA:

46.47

km2

LATITUD :PRECIPITACION MENSUAL

12.51

LONGITUD :

75.59

ALTITUD :

3,789

msnmCAUDALES MENSUALES

CONTRIBUCION DE LA RETENCION GASTO PE III PE ABASTECIMIENTO

M E S

PRECIPITACION TOTAL PE I PE I

PRECIPITACION EFECTIVA PE II

GENERADOS

AFORADOS

biRelacion mes

GiGasto de Retencin mm/mes

aiCoef. de Agotamiento

AiAbast. de Retencin mm/mes mm/mes m/s m/s

mm/mes

(mm/mes)

mm/mes

mm/mes

mm/mes

mm/mes

anterior/actual

JUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUN

15.1 16.6 26.5 63.6 79.2 147.4 187.6 205.2 168.9 51.0 12.2 5.2

(0.1) (0.1) 0.1 2.2 4.2 30.9 67.0

Calculo Hidrologico Apurimac Final - Capacmarca

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