Overturning Moment from Stagnation Force
Overturning Moment from Stagnation Force
(OP)
In the case of a moving stream that exerts force on a dam, should the moment arm of the Fstag for overturning the wall be H/3 (as with hydraulic force) or H/2? Or something else entirely?
Thanks in advance, Engingguy
Thanks in advance, Engingguy




