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Overturning Moment from Stagnation Force

thread162-423423

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

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