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inmkoohafkan/rivr (press backspace or delete to remove)Hi Michael, I think these lines
https://github.com/mkoohafkan/rivr/blob/master/src/rivmech_characteristic_v7.cpp#L169-L171 must be:
dy = (pow(gp[ A ], 3.0)/gp[ dAdy ] - pow(Q, 2.0)/g) /
( (3.0*pow(gp[ ...
manu9418
- 2
- Opened on Nov 19, 2021
- #6
Hi, will you also calculate the following critical parameters:
1. slope,
2. velocity,
3. discharge,
4. flow area,
5. wetted perimeter,
6. top width,
7. hydraulic radius,
8. hydraulic depth,
9. ...
iembry
- Opened on Feb 2, 2018
- #5
Add support for boundary types Qc , Qn , yc , yn , to allow users to specify a normal depth or critical depth as the
downstream boundary condition.
enhancement
mkoohafkan
- 1
- Opened on Mar 2, 2017
- #4
and add arguments to plot(...) so that the user can turn them off if they want to.
enhancement
mkoohafkan
- Opened on Oct 30, 2015
- #3
so that users can visualize the channel they have defined. Will be even more useful when compound channels are
implemented.
enhancement
mkoohafkan
- Opened on Oct 30, 2015
- #2

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