Thank you all,
I just talked to the commenter, and what he wants is the stage discharge rate curve for 10" restrictor inside 30" outfall pipe, and maximum water surface elevations for the detention and drainage system.
I will try using HEC-HMS to model the system, and Chapter 17 looks like a...
Hi all,
I have a comment asking"Routing calcs should be based on orifice peak flow rates and not existing conditions runoff hydrograph. Create stage discharge curve for basins and route development hydrograph against that."
I have some understanding about hydrology and hydraulics, we have the...
Hi there!
First of all thank you all for your valuable time and help. I'm almost new to this engineering field and I've learned a lot from this forum.
So, I'm sorry if my questions are long and silly!
We have a project in south Texas that is a 0.7 AC small land with a proposed hotel in it. I've...
