uplift on spillway chute
uplift on spillway chute
(OP)
I am designing a spillway chute and calculating the forces which will be applied to the slab. The chute is uniform width, straight and is to be constructed with a straight grade without any grade breaks or vertical curves. Will there be any substantial hydrodynamic uplift or down forces due to the high velocity? I am looking for references with theory / equations.





RE: uplift on spillway chute
RE: uplift on spillway chute
Hope this helps.
Ciao.