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Recent content by CMQ

  1. CMQ

    Weirs Coefficients

    I am modeling a flooding situation where a local low point overtops and earthen berm. I have modeled the the low point as a pond and the existing berm (approx 40 feet long with a 6" high flow) as a custom weir with the default coefficient of 2.62. I was requested to provide a coefficient which...
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