Hi everyone, I am neophyte to HEC-RAS. I’m trying to model a single channel consisting of 3 reachs: in the first reach, slope is lower than critical slope (subcritical regime); in the second reach, slope is higher than critical slope (supercritical regime) and in the last reach slope is lower than critical slope (subcritical regime). I set normal depth as boundary condition both upstream and downstream and then I performed a steady flow simulation in mixed flow regime. As seen in the following image, profile is correct as water depth is equal to critical depth passing from first to second reach.
My problem occurs in “Errors Warnings and Notes”, because critical depth at 600m is due to the fact that the program defaulted to critical depth. Infact, at 600m river station occurred 2 warnings:
1) The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculation.
2) During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth.
How can I solve this problem? Thanks in advance.