Demanda de Agua1
34
4.1 CARACTERISTICAS FISIOGRAFICAS DE LA CUENCA COLECTORA Area de la cuenca colectora ( A ) = 0.516 Perímetro de la Cuenca ( P ) = 2.8 Km Longitud del Cauce principal ( L ) = 796.95 m L= 1.75 Cuadro N° 01 Pendiente del Cauce Principal (Taylo y Schwarz) Cotas Desnivel longitud Pendiente Inicial Final m m (S) 4339 4700 361.00 25.49 14.16 6.773 4700.00 4725.00 25.00 177.54 0.14 473.123 4725.00 4750.00 25.00 148.08 0.17 360.392 4750.00 4775.00 25.00 143.16 0.17 342.580 4775.00 4800.00 25.00 84.12 0.30 154.305 4800.00 4825.00 25.00 73.66 0.34 126.438 4825.00 4850.00 25.00 65.14 0.38 105.148 4850.00 4875.00 25.00 39.67 0.63 49.972 4875.00 4900.00 25.00 40.05 0.62 50.691 796.91 1669.42 S = 0.2279 0.32057142857143 Ancho Promedio ( Ap ) L = 0.80 Km kc= 1.190 A = 0.52 Ap = 0.647 Km 4.2 ELEVACIONES O ALTITUD DE LA MICROCUENCA Y CURVA HIPSOMETRICA Cuadro N° 02 Datos para la Elaboración de la Curva Hipsométrica Cotas Area parcial Area Area Sobre % Del area % Area por Inicial Final acumulada la Curva Acumulado Encima 4339 4700.00 0.0190 0.0190 0.495 3.70 96.30 4700.00 4725.00 0.0789 0.0979 0.416 19.05 80.95 4725.00 4750.00 0.0671 0.165 0.349 32.10 67.90 4750.00 4775.00 0.0750 0.240 0.274 46.69 53.31 4775.00 4800.00 0.0800 0.3200 0.194 62.26 37.74 4800.00 4825.00 0.0690 0.3890 0.125 75.68 24.32 4825.00 4850.00 0.0605 0.4495 0.065 87.45 12.55 4850.00 4875.00 0.0385 0.4880 0.026 94.94 5.06 4875.00 4900.00 0.0260 0.5140 0.000 100.00 0.00 0.514 IP 0.388 0.12 0.756 0.09 Km 2 Km 2 Km 2 =[[( _( =1)^ ▒ ∑ )/ ( _( =1)^ ▒ / ∑ 〖 _ 〗 ^(1/2) )]^2 ] ℎ ( )= / S L
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Transcript of Demanda de Agua1
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
