It flowed 289.6 on the intake and I think you just answered your own question with the 0.6 Cd.Chad Speier wrote:Yep and some believe (SF for example) that the cd stays constant at .60...
2.044" dia = 0.022787 sq feet = "A"
C= Cd = .62
K= 4005
P= 28" water pressure
"V" = .60 x 4005 x 5.2915 = 12715.474 feet/min
Q=AV
Q=0.022787 sq feet x 12715.474 feet/min = 289.75 cu feet/min
What did it flow??????????????????????????????????????????????????????????????????
Now do you want to know why the bench flows less than it should?
Here's how I see it... whether or not PTS benches cal down or SF benches cal up the end result is the gap between numbers shrinks (on the same head) and the results from the benches can be more realistically compared to each other (within reason). The example where the PTS is 21 cfm higher than the SF at 0.4" was an eye opener. It was almost 8%. DM's SF bench read the same as the PTS, but didn't you post earlier that he sharpy'd his cal numbers to match the PTS?
I'm asking earnest questions, so don't bash me... and don't call me stupid or question my integrity or anything like that and I'll gladly return your kindness.