As dock gate and emergency gate using in standing water,the floating bulkhead has proven to be an effective method for dewatering intakes at dams,dock basin,canals,and hydro plants. But using a floating bulkhead as a door of checkgate is a new concept. Because of the complex boundary condition and the fluid-structure interaction,model testing is a very important method of researching in this field.By hydraulic modeling,this paper describes studies on the stability of a floating bulkhead operating in standing water and flowing water,and it's hydrodynamic stability characteristics that distinguish in standing water from in flowing water;And direct measurements of the forces acting on the model floating body during floating and sinking is taken. As a result,the rotation stress curves are produced and analyzed;To provide data for optimum operation schedule analyses of the sluice,the relationship of the impact forces acting on the side wall of the gate and the running speed is studied;The reasons of unstably uplifting of the bulkhead are discussed and the method to solve the problem is also given in this paper.
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