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Hello,

I recently tried to compute hydrograph with fudaa version 1.3RC3.
I use the following methodology:
- I created a vector variable containing QX and QY
- I used the Compute Assessments tool
- I used "Vector calculation" option

It seems that there is an error in the calculation. It is a simple hydraulic case, the discharge increases progressively until it reaches a steady state. The graph below shows a comparison with a hydrograph computed with BlueKenue, which is correct.





Regards,
PL

Hello,

May I know how a graph is generated using BlueKenue for discharge or water depth?

Thank You.