PARA Y=1.5 m --> Q=1090.93 m 3 /s (OBSTRUCCION COMPLETA) Y’ =
obstruccion HECRAS
Sep 11, 2015
Resultados de modelacion de una obstruccion en HECRAS
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PARA Y=1.5 m --> Q=1090.93 m3/s (OBSTRUCCION COMPLETA)
Y = 0.57 m
PARA Y= 2.0 m --> Q= 1762.50 m3/s
Y= 0.78 m
Q= 1500 m3/s
Y= 0.70 m
Q= 2970 m3/s
Y = 1.43 m
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