temezv2b

TEMEZCUADRO N2.6.2aMTODO DE TMEZParametros y datos de entrada para el modelo de simulacionDATOS DE PARTIDAArea de la Cuenca (km2)=1.658Longitud de Cauce (km)=1.218Desnivel entre CM - cm (m)=200alpha(I1/Id)=0.9beta=0.3CN (Toma valor de 100 a 0) de menor a mayor perm.70ka=0.9Beta*Po=21Caudal de la Fuente Existente:(aforado en mes de marzo)0.00985m3/sCALCULOS INTERMEDIOS:1: Pendiente de la Cuenca.J=16.42%2:Tiempo de Concentracion.Tc=0.49Horas3:Coeficiente de Uniformidad.K=1.034:Intensidad Maxima:It=5.32mm/Hora5:Coeficiente de Escorrentia:C=0.5375:Umbral de Escorrentia.Po=21.77

SIMULACIONCUADRO 2.6.2bSERIE HIDROLOGICA MEDIA MENSUALEstacion :TunsullaPara la presente simulacion mediante el modelo de J.R. TEMEZ,se ha utilizado la serie hidrologica de estacion Tunsulla,por presentar una zona de caracteristicas similares a la zona de estudio.19911992199319941995199619971998199920002001200220032004200520062007Pm MensualPP 75%ENE112.7102.7307.0223.3147.9144.6220.1411.9234.2362.4371.5133.8287.9287.967.5242.0165.0224.8144.60ENE31FEB227.7114.3185.9254.0173.4200.3360.1321.6320.4263.0280.6258.0305.3285.5140.5153.069.7230.2173.40FEB28MAR233.4177.9266.2311.9171.3161.1142.4232.8228.2234.8233.4254.5272.1189.6203.7193.0176.7216.6177.90MAR31ABR91.644.9155.0122.869.1122.189.6148.0277.631.075.4116.3148.160.629.5117.080.9104.769.10ABR30MAY57.712.743.722.418.520.739.17.040.969.8111.452.219.322.68.01.013.032.913.00MAY31JUN45.149.138.18.44.45.98.021.221.138.125.44.412.046.59.012.02.520.77.97JUN30JUL23.233.735.78.47.52.11.715.19.938.158.561.38.538.827.016.20.822.78.40JUL31AGO22.542.149.315.55.163.9112.666.222.645.816.655.758.538.117.548.52.340.217.50AGO31SEP23.154.973.260.636.738.8102.620.4100.16.362.059.059.286.0102.568.020.057.336.70SEP30OCT107.1154.9210.781.775.133.666.2184.8198.0216.447.993.144.469.187.570.016.9103.466.20OCT31NOV106.567.5200.4115.4125.577.0155.0160.849.343.7136.1101.179.294.032.087.028.497.667.50NOV30DIC83.997.2228.3134.4191.6182.2244.1218.4169.9284.8128.3312.371.4173.5169.098.5139.8172.2128.31DIC31RESUMEN DE CAUDALES GENERADOS MEDIANTE EL MODELO TEMEZMESPi (mm)Tiempo de Concentracion (horas)coeficiente alfaUmbral de Escorrentia (Po)Coeficiente Escorrentia (C)Coeficiente Uniformidad (K)Tormenta de Diseo (mm/Hora)Escorrentia (M3/Seg)Volumen Aportado por PP (M3)Vol. Apotado por Fuente Existente (M3)Volumen Total (M3)ENE144.600.490.921.770.513-0.1901.035.320.001.1650.000162113.0580.00026382.24188495.298FEB173.400.490.921.770.576-0.1901.036.380.001.5680.000203478.5220.00023829.12227307.642MAR177.900.490.921.770.585-0.1901.036.550.001.6330.000209982.3560.00026382.24236364.596ABR69.100.490.921.770.261-0.1901.032.540.000.2830.00058158.1590.00025531.2083689.359MAY13.000.490.921.77-0.078-0.1901.030.480.00-0.0160.0001170.9500.00026382.2427553.190JUN7.970.490.921.77-0.119-0.1901.030.290.00-0.0150.00020.6500.00025531.2025551.850JUL8.400.490.921.77-0.116-0.1901.030.310.00-0.0150.00052.0720.00026382.2426434.312AGO17.500.490.921.77-0.043-0.1901.030.640.00-0.0120.0003364.7250.00026382.2429746.965SEP36.700.490.921.770.089-0.1901.031.350.000.0510.00019680.3470.00025531.2045211.547OCT66.200.490.921.770.248-0.1901.032.440.000.2580.00054440.5040.00026382.2480822.744NOV67.500.490.921.770.254-0.1901.032.490.000.2690.00056102.5080.00025531.2081633.708DIC128.310.490.921.770.471-0.1901.034.720.000.9490.000138976.6760.00026382.24165358.916VOLUMEN ANUAL (M3)1218170.13

MBD0000E220.unknown

MBD0020B788.unknown

MBD00221D87.unknown

MBD001E3691.unknown

MBD001EA420.unknown

MBD001DC18C.unknown