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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

just to make it cleaner.
enhancement
  • mkoohafkan
  • 1
  • Opened 
    on Oct 30, 2015
  • #1
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