TheEnginerd
Civil/Environmental
- Mar 19, 2012
- 34
Hello,
I am designing a sediment basin in NJ. The basin design includes a riser pipe (currently shown as 24" diameter, and the discharge coefficient selected is 0.60. We need to get the maximum water surface elevation to come down and i was considering designing an anti-vortext device on top of the riser. What effect does this have on the discharge coefficient or other inputs? Thank you
I am designing a sediment basin in NJ. The basin design includes a riser pipe (currently shown as 24" diameter, and the discharge coefficient selected is 0.60. We need to get the maximum water surface elevation to come down and i was considering designing an anti-vortext device on top of the riser. What effect does this have on the discharge coefficient or other inputs? Thank you