Peter-Here is the latest attempt. Sorry about the earlier trouble with the upload.http://files.engineering.com/getfile.aspx?folder=3cb29b68-9685-4135-96a6-fb4e95190748&file=Existing_Storm_Drainage_Analysis_1_of_3.hcp
I am attempting to model an existing storm drainage system in Hydrocad that has the following parameters:
I am given the elevation of the downstream tailwater at the beginning of the analysis at say Catch Basin "A". After that I am given the pipe and catch basin information (length, inverts...