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  • Users: Loumenad
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  1. Loumenad

    Pond Routing

    I have seen the requirements for "Pond Routing" and have found nothing on what pong routing even is. By using various methods you are performing Hydrologic Analysis of an area, but not routing through ponds but rather to possibly a pond or basin. So is there a difference in methods, or does pond...
  2. Loumenad

    Regional Storm VS IDF Curves

    I am performing a hydrologic study between the Rational Method (current method being used), NRCS TR-55 and SBUH (both proposed) and am wondering if IDF curves are based on Regional Storm types. I know that both are used for historical rainfalls, Storm types being rainfall pattern while IDF...
  3. Loumenad

    Dike Embankment Repair

    I am currently investigating possible repairs that can be made to a "failing" dike embankment and have been unable to find good references of practices. There is a creek that tends to flash in storm events that is separated from a reservior/old quarry by a dike. Seepage is evident between the...

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