1、Monitor this hydrograph for adjustments to computational time step
2、During subcritical analysis, with the exit loss set =1.0, the projected WSEL in culvert has a lower energy than the downstream energy. Most likely, the downstream cross section blocks part of the culvert or the ineffective area is set too far in. Instead of projecting the WSEL, the program did an energy balance to get the WSEL inside the culvert at the downstream end.
3、There is an Internal Boundary between the last and second to last cross sections in the reach. In an unsteady analysis, internal boundaries must be more than one cross section away from the end of a reach. Copy the top or bottom cross section of the reach to put another cross section between the end of the reach and the internal boundary.
全部回复(18 )
只看楼主 我来说两句回复 举报
回复 举报