Hello,
I am trying to use HEC-RAS rain on grid modeling for my master’s thesis and am encountering a similar question. I have a leveed stockpond that I am interested in modeling restoration scenarios with (notching levees in specific places to quantify increased flows back to the downstream environment). I have full bathymetry of the pond integrated with a high-res terrain model I collected with a UAV. I also have a storage curve for the pond and flow/drawdown data for the current water year. I am modeling the area as a 2D area due to the fact that the region is typically dry and flows are intermittent (Merced Vernal Pools and Grassland Reserve).
Please advise as to whether I should post in a new thread – apologies as I am new to HEC-RAS and the forum.
Thanks!