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  1. mecasantos

    Rational formula - strange resulting Qp

    Hi, I'm estimating peak discharge values for two basins. One is the other's tributary. One has an area of 64 km2 and the other 0,7 km2. For the bigger basin (Stream A) I obtain reasonable values (167 m3/s) according to other methods (SCS, Giandotti), but in the small tributary I'm getting an...

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