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  1. NCiminello

    Same culvert, different results???

    I have modeled a culvert as a 'Reach' and as a 'Pond' outlet device. All variable are the same (i.e. culvert dimensions, Manning's #, inverts, slopes, lengths) for both models, with the exception of the Entrance Loss Coefficient and Contraction Coefficient, which are only specified for the pond...

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