Question
Gradually-varied flow: backwater calculations
- May 14, 2015
- 3 replies
- 2956 views
Dear Friends, I need to make a hydraulic profile of a channel. In which a control section is a free fall downstream of it. Use the software to little more than two months and do not have much skill with it. I'm trying to resolve the EDO (dx / dy = (IJ) / (1-Fr²), but I am not succeeding because an error appears in which I do not know identify. Attached hereto the file to anyone who can help me. Thanks in advance!
Anderson Farias

