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  • Users: Hadi
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  1. Hadi

    Stage discharge curve routing!

    Hi all, I have a comment asking"Routing calcs should be based on orifice peak flow rates and not existing conditions runoff hydrograph. Create stage discharge curve for basins and route development hydrograph against that." I have some understanding about hydrology and hydraulics, we have the...
  2. Hadi

    HGL & Surcharged Flow Rate for outfall pipe!

    Hi there! First of all thank you all for your valuable time and help. I'm almost new to this engineering field and I've learned a lot from this forum. So, I'm sorry if my questions are long and silly! We have a project in south Texas that is a 0.7 AC small land with a proposed hotel in it. I've...

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