"n" and "k" values for 6" PVC
"n" and "k" values for 6" PVC
(OP)
I am using a horizontally run section of 6" PVC culvert as the principle outlet for a retention pond. Can anyone provide me with mannings "n" and a "k" value (entrance head loss coefficient - pipe end mitered to match a 3-1 side slope; no headwall protection)? I would also appreciate recommendations of a reliable source of this type of information. I have tables for corregated metal and concrete pipe as well as nearly every other type of channel lining but nothing on PVC. Thank you.





RE: "n" and "k" values for 6" PVC
jasmichel@hotmail.com
RE: "n" and "k" values for 6" PVC
CEG
RE: "n" and "k" values for 6" PVC
http://www.vylonpipe.com/techsheets/Clay%20Pipe%20Flow%20Comparison.htm
RE: "n" and "k" values for 6" PVC
For your K values, look for a government document called HY-8. It does a good job of providing K values for various end configurations.
RE: "n" and "k" values for 6" PVC
RE: "n" and "k" values for 6" PVC