Ejemplo Aplicativo (1)

HoraLluvia parcial (mm)mm.11.000.512.008.512.301014.004.516.305.918.05319.200.820.501.221.302.410.002.624.451.62.450.84.3037.450.29.50

Hora (1)Intervalo de tiempo (min) Lluvia parcial (mm)Lluvia (mm) acumulada (mm)Intensidad mm/hN de ordenhoraILluvia0.00 0.000.500600.50.50.5117.000.501.001.306.679.00308.5917.0023.001.8019.001.30 5.303.7323.509010196.6737.052.4029.403.008.200.5332.401504.523.51.8049.501.8033.205.3010.304.8034.40955.929.43.73511.000.9536.807.0513.450.8039.4075332.42.40615.450.4641.008.2017.300.9241.80900.833.20.53720.450.1044.809.5022.5045.00401.234.41.80810.30302.436.84.80911.001652.639.40.951013.451201.6410.801115.451050.841.80.461217.30195344.80.921320.451250.2450.101422.50

Clculo de la intensidad

(0.5)(60 ) = 0.5 mm/h(8.5)(60 ) = 17 mm/h160230

(10)(60 ) = 6.67 mm/h(4.5)(60 ) = 1.8 mm/h3904150

(5.9)(60 ) = 3.73 mm/h(3)(60 ) = 2.4 mm/h595675

Lluvia acumulada (mm)Intensidad maximas para distintos periodos de duracin

Para los periodos de duracion de 5, 15 y 30 minutos, la intensidad maxima sera 17 mm

17 mm/h.5

17 mm/h.15

17 mm/h.30

(17)(30) + (6.67)(30)=11.84 mm/h.6060

(17)(30) + (6.67)(60)=10.11 mm/h.9090

(17)(30) + (6.67)(90)=9.25 mm/h.120120

EJEMPLO APLICATIVODESARROLLOInformacin extrada de un pluviogramaGrafico CURVA MASAGRAFICO HISTOGRAMA