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  1. BDAnderson

    Stormwater Inlet Grate - Clogging Efficiencies

    Thanks gbam and cvg. I'll take a look for any local regulations. Derek
  2. BDAnderson

    Culvert Design

    In HydroCAD I would model the upgradient stream as a Reach with the appropriate inputs to model the stream characteristics, model the culvert as a second Reach with appropriate inputs to model the culvert characteristics, and then model the downgradient stream as a third Reach. You'll have to...
  3. BDAnderson

    Stormwater Inlet Grate - Clogging Efficiencies

    Hello, I'm curious to know how people determine anticipated stormwater inlet grate efficiencies resulting from grates clogging due to leaves and debris. I assume it is a function of longitudinal slope and inlet location (on a slope versus at a lowpoint). Any ideas are appreciated! Thanks, Derek
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