Welcome to the RAS Solution Forums HEC-RAS Help Sediment Transport in Small Run-of-RiverHydropower Schemes (<1MW)

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  • #5321
    JohnLonergan
    Participant

    – deleted –

    #8475
    JohnLonergan
    Participant

    Oh and I should add that I specified a Normal Depth downstream boundary condition and set the friction slope to 0.04 and saved my flow data. This has not helped.
    For some reason when I go back into the flow data boundary condition and click on normal depth again the 0.04 is gone and the box is blank . Is this normal or could it be the issue?

    #8476
    JohnLonergan
    Participant

    Does anyone have any advice on this?

    I have this project due in a few weeks and this is presenting a complete block for me. I have been trying different files and using a basic token geometry but same problem occurring.

    Any checks I should do or other advice would be greatly appreciated.

    Thanks.

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