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  1. MrNYPE

    Hazen-Williams Equation entry and units

    I am building a worksheet that calculates head loss due to friction in water pipes. I am using the Hazen-Williams equation. The commonly used version of this equation uses mixed units (e.g. ft, inches, gpm), and has several standard coefficients that end up giving the result in feet. When I...
  2. MrNYPE

    Review and suggestion needed about my HEC-RAS model

    Hi philosophy- I think what RWF7437 is trying to say is that calculating a flow of 1134 and assuming that is "accurate" is incorrect, as neither the calculation methods or the field measurement methods are that accurate. I don't think that entering that exact SCS value into HEC-RAS is wrong...
  3. MrNYPE

    Modeling Open Channels in Hydraflow

    HEC-RAS. I can't believe I didn't think of that- I've only been using it for 6 years. Thanks for your help. I know that Hydraflow is not longer available as a standalone. Since their website is gone, I don't have access to their user forums anymore. The design flows have to be generated...
  4. MrNYPE

    Modeling Open Channels in Hydraflow

    Using the standalone versions of Hydraflow Express, Stormsewers, Hydrogragphs. Also had easy access to the Civil 3D extensions, but haven't used them yet. Trapezoidal channel, and the cross-section stays the same for the length of the channel. Due to site restrictions, the alignment cannot be...
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