No inflow or outflow....
What about spillway and spill pipes that discharge during high water events? How particular are they going to be? The info Rex posted used the wording "at intervals"....that makes me nervous.
"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.
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