TankBuster;604390; said:Well, there ya go. Hope your happy. Im off to the hospital to repair blown capilaries in my eyes.
Got room for another TankBuster???sheesh

TankBuster;604390; said:Well, there ya go. Hope your happy. Im off to the hospital to repair blown capilaries in my eyes.
TankBuster;604390; said:Well, there ya go. Hope your happy. Im off to the hospital to repair blown capilaries in my eyes.
Thanks for that post dude.IITUFFTOBEATII;630968; said:ya kno, if you click on it it will open in a new window and you can resize it so that you can read it
Potts050;636565; said:Thanks for that post dude.
Very informative. Takes a lot of the black magic out of pump sizing. It also shows how important pumbing is in the system when selecting pumps. Any sugestion on the ratio of diameters on pressure side and drain side pipe?
And Velocity is the time differential of Newtons Second LawIITUFFTOBEATII;790403; said:...it really needs to be looked at on a case by case basis. Flow (Q) = Velocity (V) * Cross-sectional Area (A)-> for all cases you want Qin to equal Qout, otherwise your tank/sump would overflow...
Gotta love those textbooksIITUFFTOBEATII;790403; said:...For simple cases where neither the inlet nor the outlet is pressurized the ratio should be 1:1. This is because the velocity should be nearly the same and drops out of the equation, therefore to get the same flow you must have equal size pipes...