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  • in reply to: Applying bridge skew and pier angle #17736
    Chris
    Participant

    It is a simple 1-D model, steady state.
    The model has no problem and removing piers doesn’t answer my question.
    Here is the hand calcs:
    Skewed weir width = W x Cos(20)+L x Sin (20)=1.5 x 0.94 + 55 x 0.34 = 20.11
    w=width of pier
    L = length of pier which is the same as bridge width

    I have 4 piers and the total skewed pier width is about 88′. This length obstruct about 80% of my flow conveyance. The model shows almost the same thing. The question is that is this realistic? Should I not skew the piers

    in reply to: HEC-2 to HEC-RAS (from pdf) #12895
    Chris
    Participant

    Cameron-Thank you very much for you valuable comment. It’s really helpful.
    Regards

    in reply to: HEC-2 to HEC-RAS (from pdf) #12893
    Chris
    Participant

    Cameron,
    Thank you very much for your quick reply. Sorry that I didn’t remove that extra words from my shared file. But, removing those doesn’t help me. Do you have another solution?

    Thanks

Viewing 3 posts - 1 through 3 (of 3 total)