Hello there,
I am wondering if there is a way to determine the capacity/dimensions of sedimentation basin to trap suspended load in a concrete lined canal. say assuming sediment yield data (x-ton/yr/acre) from a diversion weir into a concrete lined canal with dredging frequency of t-years. I do understand the capabilities of HEC RAS to simulate sediment transport (deposition/erosion) in a mobile bed. Any insight or guidance is highly appreciated.
Thanks