open TELEMAC-MASCARET The mathematically superior suite of solvers

Hello everyone
I am currently trying to conduct a simulation of a water pump station on the beach with two pumps, one for pumping and the other for drainage. I tried to simulate it, but my results confused me. In my example, I used TPXO as the tidal boundary drive to simulate the boundaries of two water pumps. I used the strategy of STAGE-DISCHARGE CURVES FILE, but the running results were always incorrect, The water pump did not flow according to the specified flow rate and direction, the boundary of the water pump was not properly drained and absorbed, and the flow direction seemed to be affected by tides. I want to know if the strategy I adopted is correct? Do you have any friends who can help me take a look.

Hello,

Your STAGE-DISCHARGE CURVES FILE is quite strange, no variation of flowrates.

Chi-Tuan