Ravn
Civil/Environmental
- Nov 22, 2005
- 8
My problem is following: I am trying to generate a elevation-disharge curve for a pipe with Manning's equation. I know the material (concrete), diameter (20 inches) and the slope (3%) of the pipe.
There are some discharge measurements, but unfortunately these measurements are from low flow period. The water depth is 0.4-6.8 inches.
When I used Manning's equation, I got almost perfect correlation to these measured flows by using the slope of 3% and Manning's n of 0.06. However, in the litearture Manning's n for concrete pipe is around 0.01-0.015 and using these values doesn't look good against the measured values.
I think Manning's equation is giving too small discharges with higher water depths with the fitted Manning's n.
Do you have any links/references to studies that deals with low flow Manning's roughness coefficients?
Any suggestions to solve this problem are very welcome too!
Thank you,
Johann.
There are some discharge measurements, but unfortunately these measurements are from low flow period. The water depth is 0.4-6.8 inches.
When I used Manning's equation, I got almost perfect correlation to these measured flows by using the slope of 3% and Manning's n of 0.06. However, in the litearture Manning's n for concrete pipe is around 0.01-0.015 and using these values doesn't look good against the measured values.
I think Manning's equation is giving too small discharges with higher water depths with the fitted Manning's n.
Do you have any links/references to studies that deals with low flow Manning's roughness coefficients?
Any suggestions to solve this problem are very welcome too!
Thank you,
Johann.