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  1. MBB138

    Sediment Basin/Bulk Flow Hydrology Calculations

    Hello All, I wanted to see how everyone handles sediment from offsite undeveloped catchment areas that are tributary to a proposed project site. I've been told that if your project is located downstream of a hillside/mountain, then you would have to put a sediment basin or design your...
  2. MBB138

    Riprap design at toe of Concrete Spillway

    Hello everyone, I'm looking for some guidance on the design of spillways, with riprap at the toe of an embankment. This is specifically pertaining to the riprap. Background The project has 2 ponds (pond 1 for irrigation, pond 2 for mitigation), which are connected by a spillway. Since the...
  3. MBB138

    HGL of Storm Drain vs. Inlet Capacity Depth Result

    Hi Everyone! I'm new to this site and I thought I'd pick peoples brain by asking a question. What is the relationship between an inlet capacity and a storm drain capacity calculation? Say my inlet is able to handle the flow, and it's determined that it has a 2in ponding depth, but the pipe...

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