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  • #5461
    Anonymous
    Guest

    Modeled lateral weir. Q just above weir is 477 cfs and Q leaving is 1078.93. What is going on?

    #8725
    mkearly
    Participant

    I have the same question on my project. Using HEC-RAS v5.07 my losses across the lateral weir are far in excess in what the upstream cross section says is in the channel. Or, if it’s not, the amount deducted from the channel flow in the next downstream cross section is not the same as what is shown as loss to the weir.

    Interestingly, I downloaded HEC-RAS v4.1 and opened the same file and ran the steady flow analysis with all the same calculation parameters (flow optimization turned on, etc.) and the calculations work out and are reasonable. I’m wondering if the lateral weir calculation engine is working correctly in the HEC-RAS versions since the addition of 2D capabilities. Perhaps you HAVE to model a 2D storage area and can’t just assume loss from the system or return at a downstream cross section?

    #8726
    Luis Partida
    Participant

    The weir coefficient and equation selected plays a large role here. Try reducing the weir coefficient to the recommended RAS settings based on how it is acting in the system. You may want to also try selecting “2D equation” to be used rather than the weir coefficient as well as play with the later structure flow stability factor and weir flow submergence decay exponent. By default they are set to “1” and can be changed to a max of “3”

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