PARAMETROS

4.1 CARACTERISTICAS FISIOGRAFICAS DE LA CUENCA COLECTORAArea de la cuenca colectora ( A ) =0.516Km2Permetro de la Cuenca ( P ) =2.8KmLongitud del Cauce principal ( L ) =796.95mL=1.75Cuadro N 01Pendiente del Cauce Principal (Taylo y Schwarz)CotasDesnivellongitudPendienteInicialFinalmm(S)43394700361.0025.4914.166.7734700.004725.0025.00177.540.14473.1234725.004750.0025.00148.080.17360.3924750.004775.0025.00143.160.17342.5804775.004800.0025.0084.120.30154.3054800.004825.0025.0073.660.34126.4384825.004850.0025.0065.140.38105.1484850.004875.0025.0039.670.6349.9724875.004900.0025.0040.050.6250.691796.911669.42

S =0.22790.3205714286

Ancho Promedio ( Ap )

L =0.80Kmkc=1.190A =0.52Km2Ap =0.647Km4.2 ELEVACIONES O ALTITUD DE LA MICROCUENCA Y CURVA HIPSOMETRICACuadro N 02Datos para la Elaboracin de la Curva HipsomtricaCotasArea parcialArea Area Sobre % Del area% Area porInicialFinalKm2acumuladala CurvaAcumuladoEncima43394700.000.01900.01900.4953.7096.304700.004725.000.07890.09790.41619.0580.954725.004750.000.06710.1650.34932.1067.904750.004775.000.07500.2400.27446.6953.314775.004800.000.08000.32000.19462.2637.744800.004825.000.06900.38900.12575.6824.324825.004850.000.06050.44950.06587.4512.554850.004875.000.03850.48800.02694.945.064875.004900.000.02600.51400.000100.000.000.514

IP0.3880.120.7560.090.060.7560.050.060.7560.040.060.7560.050.320.060.7560.050.060.7560.040.050.7560.040.040.7560.030.040.7560.030.510.7560.410.000.83IP0.00

Altitud Media (Hm).

Cuadro N 03 CALCULO DE LA ALTITUD MEDIA

CotasCotaArea parcialAi * hiInicialFinalPromedioKm2m*Km243394700.004519.500.087395.004700.004725.004712.501.4136658.764725.004750.004737.502.13310105.094750.004775.004762.502.34611172.834775.004800.004787.502.0619867.044800.004825.004812.502.46111843.564825.004850.004837.502.0619970.094850.004875.004862.502.22310809.344875.004800.004837.500.2331127.14Suma :15.0271948.84

Altitud Media :4790.71m.s.n.m

PENDIENTE DE LA CUENCACRITERIO DE ALVORD

Donde:S =pendiente de la cuencaD =desnivel constante entre curvas de nivel, KmL =longitud total de las curvas de nivel dentro de la cuenca, en KmA =area de la cuenca, en Km2A =0.516

DLi0.0250.5790.0250.9730.0251.2290.0251.5860.0251.310.0251.20.0251.120.0250.845

S =0.428

Cuadro N 04DATOS PARA EL CALCULO DE LA CURVA ALTURA - AREA - VOLUMEN

ALTURA (msnm)AREA ( m2)AREA ACUMULADA (m2)VOLUMEN PARCIAL (m3)VOLUMEN ACUMULADA (m3)4339.0008833.2948833.29430000.00030000.0004340.00012243.92221077.21640538.60870538.6084341.00015289.75336366.96954305.445124844.0534342.00017780.88054147.84970840.762195684.8154343.00020249.62174397.47089856.012285540.8284344.00023011.56397409.033111486.605397027.4324345.00025932.033123341.066135958.403532985.8354346.00028644.344151985.411163246.591696232.4264347.00031497.359183482.770193317.443889549.8694348.00034334.901217817.671226233.5731115783.4434349.00037179.401254997.071261990.7241377774.1674350.00040008.148295005.219300584.4981678358.665

4.3CALCULO DE LA CURVA AREA vs ALTURA POR EL METODO DE DIFERENCIAS DIVIDIDAS INTERPOLANTES DE NEWTON:

Cuadro N 05NH=xA = Fn(x)1Xo43398833.2942X1434012243.9223X2434115289.7534X3434217780.8805X4434320249.6216X5434423011.5637X6434525932.0338X7434628644.3449X8434731497.35910X9434834334.90111X10434937179.40112X11435040008.148Modelo:

ECUACION:(1)

los coeficientes son:ao8833.294a13410.6282a2-182.3989a3-31.6508a430.0925a5-7.8246a60.9797a7-0.0503a80.0132a9-0.0102a100.0038a11-0.0009

Reemplazando en nuestra ecuacion (1) tenemos:

4.4 CALCULO DE LA CURVA ALTURA vs VOLUMEN ACUMULADO POR EL METODO DE DIFERENCIAS DIVIDIDAS INTERPOLANTES DE NEWTON:

NH=xV = Fn(x)1Xo43390.0002X1434010538.6083X2434134844.0534X3434275684.8155X44343135540.8286X54344217027.4327X64345322985.8358X74346456232.4269X84347619549.86910X94348815783.44311X1043491047774.16712X1143501318358.665

ECUACION:.(2)

los coeficientes son:

ao0.000a110538.608a26883.4187a3461.41319a4-12.02270a53.53293a6-0.46319a7-0.0015166a80.0146466a9-0.0036099a100.0005229a11-0.0000465

Reemplazando en nuestra ecuacion (2) tenemos:

Hoja2ESTACION : PACHACOTO

LATITUD SUR: 10 50' 55"LONGITUD OESTE: 77 24' 00"ALTITUD3760msnm

AOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTOTAL1954212.176.563.823.120.70.00.00.028.028.025.651.0528.8195568.7155.6204.732.817.00.00.00.03.64.315.251.6553.51956112.486.9130.0105.10.00.00.06.121.329.80.00.0491.6195796.0101.571.0216.16.60.00.00.021.963.813.372.9663.1195842.5100.3124.585.19.10.00.00.00.053.512.211.6438.8195928.5140.4135.561.9118.50.00.00.09.179.623.7115.4712.6196082.642.5120.9100.531.60.00.04.98.527.359.50.0478.31961129.3193.288.181.438.49.10.00.06.111.0138.0135.5830.11962119.161.9161.674.16.70.00.00.00.034.054.134.7546.21963160.9105.7130.066.914.00.00.00.00.023.277.880.8659.3196448.096.1135.4106.930.40.03.021.30.038.316.425.4521.2196538.851.5169.538.76.10.00.00.06.037.718.246.2412.71966154.089.386.351.13.60.00.00.014.0122.738.349.2608.5196791.1127.6139.721.918.20.012.10.06.198.430.324.8570.2196862.022.677.112.128.60.00.03.68.542.518.339.4314.7196947.340.095.474.80.00.00.00.00.948.038.3155.5500.21970113.089.383.875.936.50.00.04.984.540.759.056.4644.0197159.0117.3133.927.00.00.00.016.50.025.056.591.2526.4197269.852.9338.445.56.10.00.06.16.621.927.357.3631.9197389.486.4122.1100.924.32.40.03.043.180.8122.1127.0801.51974140.4229.2189.037.70.00.00.00.00.03.017.035.2651.51975109.4122.1136.169.955.90.00.010.918.836.421.963.8645.21976114.2113.0103.946.224.90.00.00.03.60.00.037.1442.91977145.8127.6144.024.92.45.50.00.00.035.3126.944.4656.8197858.3100.214.626.20.00.00.00.017.623.776.648.0365.2197947.6104.7281.04.324.30.00.00.02.40.06.727.3498.31980130.17.962.621.90.00.00.00.00.047.468.070.4408.31981149.4193.8139.816.40.00.00.09.19.139.534.0103.9695.01982126.9128.8108.830.40.00.00.00.00.029.285.696.7606.41983126.521.3179.969.960.714.00.00.03.634.021.9117.9649.7198472.1210.1230.9127.254.10.00.00.014.080.356.081.6926.3198592.079.071.778.421.90.00.00.035.98.511.586.3485.21986162.9162.962.659.50.00.01.20.01.20.038.348.6537.2MEDIA100.00104.18131.4161.0520.020.940.492.6211.3537.8142.6863.25575.81

CUADRO 24DISPONIBILIDAD NETA al 75 %CUADRO 9VOLUMEN NETO ALMACENADOLAGUNA SHULLOCOCHA AL 75 % DE SEGURIDADCUADRO 11ANALISIS ESTADISTICO T Y FA=3000000AREA DE CUENCAm2ESTACION: CONOCOCHAAltura:4020m.s.n.m.S=47150.26AREA DEL ESPEJOm2Cota:4466.35CUENCA:SANTADATO:EVAPORACION (mm)Latitud Sur:1007`OCROSMAYORARCACONGASCHIQUIANCUADRO 16 P R E C I P I T A C I O N T O T A L M E N S U A L ( M M.)MESESEFMAMJJASONDTOTALLongitud Oeste:7720`PROMEDIOSN110243.4363636364N110627.5672308513N110247.1818181818N110713.7994087747 CUADRO N : 21DISPONIBILIDAD HIDRICA 75% MICRO-CUENCA RURIHUINCHUS EMBALSE SHULLOCOCHAVOLBru75%=109814.40135475.20125884.8085536.0042854.4023328.001339210713.61296034819.24406485708.8724550.40AOENEROFEBREROMARZOABRILMAYOJUNIOJULIOAGOSTOSETIEMBREOCTUBRENOVIEMBREDICIEMBRETOTALN211267.79N211757.30N211260.71N211814.6 EN LA MICRO-CUENCA DE LA LAGUNA SHULLOCOCHA VOLUMEN M3PERDIDA"EVAP=3701.972770.822995.522964.273522.533680.234281.244945.664591.634536.664084.564128.7546203.841955 VOLn=106112.43132704.38122889.2882571.7339331.8719647.779110.765767.948368.3730282.5439979.4481580.05678346.561956DESV. STD.S1115.1382410212S1433.3704210918S1113.3832952263S1371.141872861 AO ENE. FEB. MAR. ABR. MAY. JUN. JUL. AGO. SET. OCT. NOV. DIC. TOTAL %EFMAMJJASONDTOTAL1957S228.85S2166.81S236.01S2158.39198579.983.245.419.300000029.553.7310.9100.0037,497.6036,288.0066,960.0051,840.0018,748.8012,960.008,035.205,356.807,776.005,356.8025,920.0048,211.20324950.40VOLUMEN NETO ALMACENADOLAGUNA SHULLOCOCHA AL 75 % DE SEGURIDADCuadro N 371958110.175.293.095.998.091.384.5146.5150.9133.0162.8162.81404.0SP81.96SP321.88SP82.29SP280.091986131.476.492.660.48.90006.625.328.990.3520.894.1291,065.6077,414.4072,316.8064,800.0029,462.4015,552.0010,713.605,356.807,776.0010,713.6033,696.0066,960.00485827.20A=3000000AREA DE CUENCAm2CAUDALES DE DISEO PARA EL VERTEDERO 1959139.576.286.767.193.6100.3126.0139.0133.6101.2111.090.21264.4Sd35.81Sd140.64Sd35.96Sd122.381987107.863.541.216.95.402.81.82.73.730.198.2374.188.2493,744.0099,187.20117,849.6064,800.0037,497.6015,552.0010,713.608,035.2010,368.0026,784.0036,288.0072,316.80593136.00S=55286.28AREA DEL ESPEJOm2Cota:4467POR EL MET. DE GUMBEL PARA DIFERENTES TIEMPOS DE RETORNO196093.984.494.778.5111.0111.0129.0130.8121.3134.8100.1127.01316.5Tc-0.68Tc0.92Tc-0.38Tc0.821988115.937.157.578.19.80.3015.825.721.243.1395.682.3596,422.40113,702.40125,884.8072,576.0040,176.0020,736.0010,713.6010,713.6012,960.0029,462.4041,472.0077,673.60652492.80MESESEFMAMJJASONDTOTAL196175.271.482.274.681.282.6118.0125.3103.0121.671.672.61079.3Tt2.09Tt2.09Tt2.09Tt2.091989132.2102.664.213.53.3000020.37.365.9409.276.47109,814.40135,475.20125,884.8085,536.0042,854.4023,328.0013,392.0010,713.6012,960.0034,819.2044,064.0085,708.80724550.40VOLBru75%=109814.40135475.20125884.8085536.0042854.4023328.001339210713.61296034819.24406485708.8724550.40n14196281.667.151.479.485.497.5113.5133.6106.1128.1122.2108.71174.6Tc: T calculado199067.827.133.713.4001.307.375.545.341.2312.770.59120,528.00162,086.40144,633.6088,128.0042,854.4023,328.0013,392.0010,713.6012,960.0037,497.6044,064.0088,387.20788572.80PERDIDA"EVAP=4340.763248.943512.423475.774130.364315.285019.995799.065383.945319.494789.374841.1854176.55MEDIA2.842.842.842.842.842.84196369.061.773.678.496.496.0114.0127.5120.5119.093.591.71141.3Tt: T tabuladoTc