Welcome to the RAS Solution Forums HEC-RAS Help Angle sensitivity for junctions (steady flow)

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    Francesca R
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    Hi,

    I am testing a simple model under steady flow. I have a main reach and a tributary converging in a T shape towards a bridge, so I need to consider the influence of the angle both of the tributary and the main channel.
    I am using the Momentum base equation for modelling the junction but it is not clear if I need to input the angle for the main reach or just the one for the tributary (in the junction data window).
    Has anyone else already faced the same problem?

    Thank you in advance.

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