Hoja1GENERACION DE HIDROGRAMAS

CUENCA DEL RIO MANTARO

AERA DE LA CUENCAA=6.75E+07m^2DURACION EN EXCESOde=12horas=4.32x10^4Vc=18432316.0122491m^3ALTURA DE PRECIPITACION EN EXCESOhpc=2.73E-01m=30cm

tiempo hrCaudal observadoCaudal base estimadoCaudal Directo estimadoHU de 12hr-m^3/s087.178.1679.05.1981223.665.5618.11.19124134.467.56126.98.3493699.469.6589.85.9084865.608.0257.63.7886039.009.5129.51.9407224.6011.8412.80.8398418.0010.667.30.4839615.3510.484.90.32010814.1213.280.80.055SUMA426.7

Hoja2GENERACION DE LA CURVA S

CUENTA DEL RIO MANTARO tiempo hrHU de 12 hr ORDENADAS DE LA CURVA

tiempo hrHU de 12 hr DESPLAZAMIENTOORDENADAS DE LA CURVA0-1.9-1.94122.519.5500.0024156.3174.521219.50.019.536111.5306.3524145.419.40.0164.84868.6373.1236124.5186.222.10.0332.86043.7425.884874.0132.5175.220.50.0402.17218.5466.356046.956.7106.2166.318.50.0394.68413.8460.147220.552.969.3121.5166.418.50.0449.09610.3471.488411.520.045.676.6121.5166.318.50.0459.81085.5470.009610.215.622.442.976.6121.5166.40.50.0456.01086.28.512.420.542.965.6121.7166.30.50.0444.7

Hoja3GENERACION HU DE LA CURVA S

CUENCA DEL RIO MANTARO

TIEMPO HRCAUDAL ACUMULADOCURVA DESPLAZADADIFERENCIA DE ORDENADASHU PARA DE'_24H

00.000.000.001217.5317.538.7624179.85-1.95181.8090.90K=12/()240.536304.3817.56286.82143.4148379.9518231.65-17851.70-8925.85-1.9-1.960422.88303.97118.9159.4620.518.672443.38370.9472.4336.22166.3184.984459.95423.8936.0718.03121.5306.496470.59447.6722.9211.4676.6382.9108468.27462.855.422.7142.9425.920.5446.413.8460.19.3469.44.8474.2

Hoja4