Originally Posted By: esshup
I second the sandbags. Direct the water from topping the dam to the emergency spillway. You DO have an emergency spillway, right??


This^^^^

And if you do, I think the middle of the dam is a curious place for it??

"Forget pounds and ounces, I'm figuring displacement!"

If we accept that: MBG(+)FGSF(=)HBG(F1)
And we surmise that: BG(>)HBG(F1) while GSF(<)HBG(F1)
Would it hold true that: HBG(F1)(+)AM500(x)q.d.(=)1.5lbGRWT?
PB answer: It depends.