1. School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China; 2. East China
Investigation & Design Inst. ,China Water & Electricity Counselor Group,Hangzhou 310014,Zhejiang,China
CHEN Ye-ying ,LIU Kai-jia ,PENG Kai,HU Xiao-wen. Experimental Study on Backwater Weir for Shuikou Hydroelectric Station
of Minjiang River[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(1): 120-123.
[1] 张伯英,李一兵.枢纽下游河床极限冲刷及水位降落研究进展[J].水道港口,2009(2):101-107.
ZHANG Bo-ying,LI Yi-bing.Research progress on riverbed ultimateerosion and falling of water level at lower reach of hydrojunction[J].Journal of Waterway and Harbor,2009 (2 ):101-107.
[2] 李国华.枢纽下游水位降落问题探讨[J].水道港口,2006(4):217-222.
LI Guo-hua.Disscussion on fall of level at the down reach dams[J].Journal of Waterway and Harbor,2006(4):217-222.
[3] 周志德.水库下游河床冲刷下切问题的探讨[J].泥沙研究,2003(5):28-31.
ZHOU Zhi-de.River channel erosion below dams[J].Journal ofSediment Research,2003(5):28-31.
[4] 卢金友.水利枢纽下游河道水位流量关系的变化[J].水利水运科学研究,1994(Z1):109-117.
LU Jin-you.Variation of stage-discharge relationship of downstreamof hydro-junction [J].Journal of Nanjing Hydraulic ResearchInstitute,1994(Z1):109-117.
[5] 白金嘉.水口电站下游河床下切成因探讨[J].水运工程,1998(6):23-25.
BAI Jin-jia.River channel erosion below dams in Shuikou powerstation[J].Port & Waterway Engineering,1998(6):23-25.
[6] 林家洋.浅谈尾水位降低对机组运行安全性的影响[J].福建电力与电工,2008,28(4):41-43.
LIN Jia-yang.The influence on the unit operation security causedby tail water level bring down[J].Fujian Power and Electrical,2008,28(4):41-43.
[7] 胡永华,周冰凌.浅析沙坪水电站尾水位降低对发电机机组出力的影响及相应的工程处理措施[J].江西水利科技,2004,30(5):61-63,66.
HU Yong-hua,ZHOU Bing-ling.The influence on the outputof generating set by the low tail water level of sharpen hydro powerstation and the relevant treatment measurement[J].Jiangxi HydraulicScience & Technology,2004,30(5):61-63,66.
[8] 李进平,杨建东.水电站尾水位波动对机组稳定运行的影响[J].武汉大学学报: 工学版,2004,37(5):28-32.
LI Jin-ping,YANG Jian-dong.Effect of tail water level fluctuationon stable operation of units in hydropower station[J].EngineeringJournal of Wuhan University,2004,37(5):28-32.
[9] 向光红,高一生.水布垭工程电站尾水削波减淤模型试验研究[J].长江科学院院报,2001(6):3-6.
XIANG Guang-hong,GAO Yi-sheng.Test research on loweringsurge wave and decreasing deposition in tailrace region ofshuibuya hydropower plant[J].Journal of Yangtze River ScientificResearch Institute,2001(6):3-6.
[10] 陈野鹰,扈晓雯,彭凯.水口电站尾水位下降治理技术及壅水堰设计[J].水电能源科学,2010(8):113-114,154.
CHEN Ye-ying,HU Xiao-wen,PENG Kai.Regulation techniqueon tail water level and design weir of shikou hydroelectricstation [J].Water Resources and Power,2010 (8 ):113 -114,154.
[11] 重庆交通大学.闽江水口水电站厂房尾水壅水堰工程整体水工模型试验研究报告[R].重庆: 重庆交通大学河海学院,2008.
Chongqing Jiaotong University.Minjiang Shikou Hydropower StationBackwater Tailrace Weir Whole Hydraulic Model Test StudyReport[R].Chongqing: Chongqing Jiaotong University School ofriver & ocean Engineering,2008.