Greetings,
Context:
I'll do my best to explain my situation the best I can.
I have been given the task to use HEC-HMS to do a storm drain report (find storm discharge from a 10 year, 25 year, 100 year storm, size detention ponds, size pipe capacities, etc.) for a subdivision development...
Greetings,
I am working on a very simple model. I have attached my EPANET file. I would greatly appreciate any constructive help!
What I know is that:
I want to simulate a fire flow demand of 2000 gpm with a Peak Daily Demand of 1.76 gpm on a cul-de-sac. I have set my nodes with a base demand...