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  • Users: ernesto561
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  1. ernesto561

    Best way to model a slope with retaining walls in SLOPE/W

    Hello everyone, I'm checking a slope stability analysis. There are a couple of gravity retaining walls on a slope. The person who is doing the analysis says that there is no way SLOPE/W can consider retaining walls, so he uses anchors instead to model the walls. For me this does not make sense...
  2. ernesto561

    Question about inlet design using HEC-22

    Hello everybody. I'm designing some inlets using the procedures in HEC-22. I'm using the FHWA Hydraulic Toolbox. In some inlets, this message is shown: "The approach velocitiy is greater than the splash-over velocity. Please consider a longer grate or a different configuration." I've checked the...

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