12.07.2015 Views

Gestión de Inundaciones Urbanas - Global Water Partnership

Gestión de Inundaciones Urbanas - Global Water Partnership

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En este caso, el volumen necesario para recuperar elcaudal preexistente para un área <strong>de</strong> 1000 m 2 con 50 % <strong>de</strong>l áreaimpermeable es:V =3= (1000/10000) 4,864 5024,32m (d.20)Para una profundidad <strong>de</strong> 2 m, correspon<strong>de</strong> a 12,32 m 2 el1,23% <strong>de</strong>l área total.Tabla D. 5. Coeficiente <strong>de</strong> la recta <strong>de</strong> ajuste <strong>de</strong>l volumen específico para cadatiempo <strong>de</strong> retornoTiempo <strong>de</strong> retorno años a R22 3,1648 0,99665 4,0416 0,994510 4,8640 0,992225 6,2252 0,988450 7,5090 0,985100 9,0490 0,981v = a AI; don<strong>de</strong> v es el volumen específico en m 3 y AI en %.315

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