Hello,
I’m recently modeling a river junction area with a weir, a bridge and mill race. The mill race starts at the weir, goes through one opening of the bridge and ends after that.
After running, WSE is very high at the bridge(more than 100m higher) and the X-section after bridge has low WSE. Then when flow reach a centain amount and flow through 2D area, the high water disappears and low water changes to another x-section.
I cannot find out what cause this problem. Can anyone help?
Yui