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- W2351642597 abstract "At its diversion stage the Tankeng hydropower station adopts tunnel diversion and two earth-core rock cofferdams of overtopped type located upstream and downstream the dam site.A preliminary scale-model test was conducted to study the protection measures against overtopping of the cofferdams and the dam.Through this test the shape of upstream cofferdam was modified to further understand the hydraulic conditions and to reduce the maximum flow velocity,which is important to the safety of the cofferdams and the dam during flood season.This paper presents a discussion on the technical feasibility of various combinations of engineering measures,such as lowering the crest of the upstream cofferdam,raising the platform of the cofferdam,raising the dam elevation,and raising the crest of the downstream cofferdam.The results provide a useful guide for the design of diversion and closure,construction planning and flood protection at dam construction stage." @default.
- W2351642597 created "2016-06-24" @default.
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- W2351642597 date "2011-01-01" @default.
- W2351642597 modified "2023-09-24" @default.
- W2351642597 title "Experimental study on modification of the overtopped cofferdams for the Tankeng hydropower station" @default.
- W2351642597 hasPublicationYear "2011" @default.
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