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  • Users: Bill R
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  1. Bill R

    Calculating hydraulic grade line on storm drainage with two outfalls

    Hello, we are performing some analysis on a retrofit situation where additional flow is being added to an existing drainage system via some additional inlets and pipes to capture previously overland flow. Currently the network has a single outfall to a wet detention lake and our results are...
  2. Bill R

    Difference in output with Hydrocad vs ICPR, methodology or other?

    My company typically models with ICPRv3 however I am trying to make a case for Hydrocad. I discovered it from this forum and to be honest it fits with how I learned water resources better than ICPR despite having used ICPR in school. Anyway, there is a project that we have been struggling to fix...

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