Vertical gates such as slide gate and roller gate are used for regulating the rate of discharge for intake structures in river and dam. These gates are classified into two types by water sealing method, namely the sealing part is upstream side or down stream side of gate.
And almost of them are used under the free flow conditions, but in some cases it is used in submerged conditions. Vibrations are not observed almost of free flow conditions in both type of sealing method.
But under the small opening of gate in submerged flow conditions, the vibration are observed in both field and model gates. This vibration is difined as self-excited oscillation and an amplitude of oscillation becomes larger from still conditions without action of external force.
This self-exciting oscillation is very interesting on the following facts, 1) it is strongly related to the nature of gate oscillation system. Such as when the spring constant becomes smaller, the amplitude of oscillation becomes larger and also oscillating zone related to the gate opening becomes wider. 2) The shape of gate lip of down stream side is also related to this oscillation, as the inclination of gate lip is larger, the oscillation occures in wide region of gate opening.
A theoretical analysis on this oscillation has been made as non linear differential equation of vibration, and the unsteady condition can be determined and its result can show the good relations between the data from the model test.
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