meehow09
Civil/Environmental
- Oct 6, 2014
- 3
I was wondering if anyone knew if the critical duration analysis to find the peak flow can be done using WIN-TR20? I inputted the watershed area, tc, CN, structure rating, and also added the 4 Huff distributions to the rainfall tab. I don't know where to go from there
I need to find the peak outflow of water with either the 1,2,3,6,12,18,24,36,48.72,120, or 240 hr storms using the 4 different huff distributions.
I need to find the peak outflow of water with either the 1,2,3,6,12,18,24,36,48.72,120, or 240 hr storms using the 4 different huff distributions.
