EXPERIMENTAL STUDY ON FLOODGATE FOR JANGHANG SEAWALL PROJECT IN KOREA

摘要：

Differences between formulas applied in engineering design departments of Korea and in Chinese hydraulic engineering for calculating flow capacity of the flat-bottomed sluices and orifice flow are compared. Results show that influences of the approach velocity head before a sluice should be considered in calculation. Hydraulic model tests for the design scheme and comparison scheme of the floodgate of the Soli River in Korea are carried out, and the results show that the comparison scheme is better than the design one in terms of flood control.

关键词： weir flow discharge coefficient flow capacity flat-bottomed sluice hydraulic model test

作者: Guobin Li Hui Xu Park Kooyong Naibin Han Yajun Gao

作者单位: Department of River and Harbor Engineering, Nanjing, Hydraulic Research Institute, 223 Guangzhou Roa Hydraulic Research Institute, 223 Guangzhou Road, China Hyundai Development Institute of Construction Technology, Korea Department of River and Harbor Engineering, Nanjing, Hydraulic Research Institute.

会议类型: 国际会议

会议名称: 第四届亚太地区海岸会议(the Fourth International Conference on Asian and Pacific Coasts)

会议地点: 南京

会议语种:英文

在线出版日期: 2007-09-21（万方平台首次上网日期，不代表论文的发表时间）