Gravity Mill - any comments to this idea?

[tbird]

stefan,

first things first. read reply #119 first.

tbird

[hartiberlin]

We have to differentiate between static case, where all forces compensate and the shuttle is stopped at its place and the dynamic case, where the shuttle has a higher force on it, so it moves. Only for the first static case we can use the hydrostatic paradoxon, as it limits the height we can transrt the water up. If we make the upper pipe diameter smaller and have the dynamic case, then the water will go higher. Do you agree ?

[tbird]

stefan,

is your last post in responce to my reply #119?  if so, try again using layman terms, please.

tbird

[hartiberlin]

I guess we should put the static case at 5 Meters deepth in my calculation example and add and remove volume, so it can go to 10 and 0 meters deepth, simular to an oscillation center point.

[tbird]

stefan,

are you talking about anything that is like the gravity mill?

tbird