Hello,
You cannot represent this gate accurately because there is a part of the flow which is an internal flow. The only possibility would be to model the gate as a culvert, with a discharge that depends on the free surface elevations on either sides of the gate. This will be a new feature of version 7.2 and it is already in the trunk version, but I do not know the details. There is at least an example which has been added recently.
With best regards,
Jean-Michel Hervouet