This is not intended to be a SCS vs. Modified Rational thread.
My question concerns the vastly different storage numbers I am getting using the two different methods. My site is a 6.5 acre watershed that will be almost compeltely developed. I am using PondPack to perform the calculations...
I'm currently working on a project with an area of 38 acres. The requirements are to reduce the discharge resulting from the 25, 50, and 100 year 24 hour storms by 25% after development. That's not my problem, just a little background.
The site is situated in a wetlands area. The local...