Hello community,
We are a company in Israel trying to find a correct calculation for depth/rise in the program SewerGems for GVF-Rational
After reading this article:
https://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/30702/design-depth-of-flow-based-on-average-and-full-flow?tempkey=c6610ec2-39d3-44d0-8fbe-8fde7f7fe0ee
I would like to ask if anyone succeded setting up the manning formula for d/D, q/Q and v/V and can show step by step how to do it?
Thank you
What exactly are you trying to accomplish here? What problem are you trying to solve with SewerGEMS?
Graphs of d/D, q/Q and v/V are available in pretty much any sewer hydraulics book. It's Figure 2.12 on page 47 in Bentley's Wastewater Collection System Modeling and Design book.