Divert the flow around your future dam location either by digging a new channel, or some serious pumping?

Is this local lake you speak of on your property? Dredging or excavating in such a way that silt or debris enters another BOW could be a huge red flag...just saying.


"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.