Water Diversion and Sediment Prevention of Head Complex of CCS Hydropower Station

Abstract:

Low dam of the head complex of CCS hydropower station results in its small capacity, in order to reduce the wear of turbines, higher requirement is demanded for the head complex design. Water diversion and sediment prevention system design together with general layout of the project, a forward flushing, flood discharging, lateral intaking system is formed. The basic purpose of reducing sediment diversion is reached by the comprehensive measures of interception, sedimentation, ejection, combined with reasonable reservoir operation scheduling system.

• Periodical: Applied Mechanics and Materials (Volumes 438-439)
• Pages: 849-852
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.438-439.849
• Online since: October 2013
• Authors: Xu Chao Liu, Li Li Dong, Jian Han, Xue Mei Zhou
• Keywords: Flushing Gate, Hydropower Station, Intake, Sediment Prevention, Sedimentation Basin, Water Diversion

References

[1] X. Yan, X. Liu, G. Li, Low Head Water Diversion and Sediment Prevention Hub, China Water Power Press, Beijing, (1990).

[2] X. Yang, Y. Li, Design of Intake of Hydropower Station, Dalian University of Technology Press, Dalian, (1990).

[3] F. Luo, Y. Xu, Z. Liang, Sediment prevention facilities of TianShengQiao grade-II hydropower station, Journal of Hydraulic Engineering, 11 (1991) 12-18.

[4] R. Zhang, River Sediment Engineering, China Water Power Press, Beijing, (1980).

[5] L. Ruan, H. Tian, Sediment prevention design of intake of Gaoqiao hydropower station, Water Resources and Hydraulic Engineering, Vols. 38 12 (2007) 91-94.

[6] Y. Liang, J. Yang, J. Zhang, Design of Sedimentation Basin of Engineering of Water Resources and Hydraulic Power, China WaterPower Press, Beijing, (2004).