johnhan76
I have a spreadsheet that is fairly simple for routing
through detention ponds.
It does not calculate the peak flow (the county agency
here doesn't use rational method), but it can be easily modified to incorporate that step.
It does generate a hydrograph using a method called
"Small Watershed Hydrograph Method" by Malcom of Univ of N.Carlina, and routes this through a predefined rating
curve for the basin and outlet structure.
For rectangular basins, it can calculate the storage
vs. stage curve for you.
The spreadsheet is easily modified to before specific
task, since no two jobs are ever the same.
email at kekillian@civiltecheng.com
if you are interested.