crb2154drum
Civil/Environmental
- Apr 11, 2007
- 1
I am trying to model a swale which has a berm down the center. Using the custom section in the reach node I created a section and a profile of the swale. Everything looks ok when its being built in the model. However when I run the model at smaller events it only calculates (graphic shows water) only in one bay and not both. During larger events when the water would submerge the berm both bays fill up. Any idea how I can get this to distribute the flow evenly over both bays?