Experimental Study on Flood Discharge and Energy Dissipation Structure for Menkantan Hydropower Station
LIU Jian1, DENG Yi-ping1, YANG Sheng-fa2
1.Chongqing Three Gorges Water Conservancy and Power-Plant Construction Reconnaissance and Design Institute,
Chongqing 430000, China; 2.College of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
LIU Jian, DENG Yi-ping, YANG Sheng-fa. Experimental Study on Flood Discharge and Energy Dissipation Structure for Menkantan Hydropower Station[J]. Journal of Chongqing Jiaotong University(Natural Science), 2010, 29(4): 636-640.
[1] 张英克,王继保,陈和春.芙蓉江鱼塘水电站泄洪消能方案试验研究[J].三峡大学学报,2005,27(1):20-23.
[2] 长科院水工研究室.趾墩消力池空蚀问题的试验研究[M]//长科院科研成果选编:第1期.武汉:长科院水工研究室,1974:35-56.
[3] Recardo D B.Cavition phenomenon analysis on surface spillway ofilha solteira hydroelectric power plant[C]//The InternationalSymposism on Hydrulics for High Dams Proceding.Beijing:De-sign Institute of Chongqing Three Gorges,1988.
[4] 龚振赢.堰顶收缩射流及趾部戽式消力池联合消能工试验成果简介[R].重庆:水电部第四工程局石泉分局科研所报告,1978.
[5] 谢省宗,李世琴,李桂芬.宽尾墩联合消能工在我国的发展[J].红水河,1996,14(3):24-31.
[6] 郭军,刘之平,刘继广.大朝山水电站宽尾墩阶梯式坝面泄洪水力学原型观测[J].云南水力发电,2002,18(4):16-20.
[7] 陆民安.百色水利枢纽RCC主坝表孔宽尾墩联合消能工设计与研究[J].广西水利水电,2004(2):53-60.
[8] 杨首龙.宽尾墩-阶梯式坝面-戽池联合消能工的水力特性[J].水力发电,1994(9):29-31.
[9] 杨胜发.重庆市云阳县门坎滩水电站水工模型研究报告[R].重庆:重庆交通大学河海学院,2006.