Thanks for your input TerryScan, but I found Technical Note No. N4 to be quite vague for estimating sheet flow lengths (i.e. "The maximum flow length of 300' with a most likely length of 100' should be used in overland flow computations for unpaved areas"). I was hoping for something a bit...
What are the advantages, disadvantages, applications for Win TR-55 versus Win TR-20. I am trying to decide which program to use for a stormwater routing design.
What are the advantages, disadvantages, applications for Win TR-55 and Win TR-20. I am trying to decide which program to use for a stormwater routing design.