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사석마운드 위에 설치되는 조력발전용 수문 케이슨의 통수성능에 대한 실험적 연구
이달수(Lee, Dal-Soo),오상호(Oh, Sang-Ho),이진학(Lee, Jin-Hak),박우선(Park, Woo-Sun),조휴상(Cho, Hyu-Sang),엄현민(Eum, Hyun-Min) 한국신재생에너지학회 2008 신재생에너지 Vol.4 No.2
The change of water discharge capability of sluice caisson for tidal power plant according to installation of the rubble mound was investigated by performing laboratory experiment. The experiment was carried out in an open channel flume with a great care to measure flow rate and water level in the flume accurately. Eight different sluice caisson models were used in the experiment. The water discharge capabilities of seven sluice models decreased with respect to the placement of the rubble mound, while increased for only one sluice model. On average, the values of discharge coefficient decreased by approximately 10% when the sluice models were placed on the rubble mound. It is concluded that the shape of the rubble mound can affect the water discharge capability of the sluice caisson, so that its shape should be significantly considered in the design of the sluice caisson, especially when it is deployed in a site of relatively deeper depth.