Welcome to the RAS Solution Forums HECRAS Controller Net inflow Storage area inconsistent after dam break

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    vipardeg
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    Hi,

    I am using 2D analysis to break a dam and calculate the inundation area. In Boundary conditions the Storage area has a constant lateral inflow of 10m3/s and it has an initial conditions of Initial Elevation of 4203.

    After run the model, the net inflow for the storage area (and also for the connection) is not real. It appear constant during all time (-2281.92) and the total flow volume, -86252.97 (1000m3), is higher than the storage area volume, 3198.81 (1000m3).

    Someone can help me?

    Thank you in advance

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