Study on Hydraulic Characteristics of the Dragon-Raise-Head Spillway Tunnel

Article Preview

Abstract:

This study compared the hydraulic characteristics of the Dragon-Raise-Head spillway tunnel by using a 3-D turbulence model, taking one specific spill tunnel reconstruction project as an example. In the first place, we proved the feasibility of the numerical stimulation results by the hydraulic model test of the Dragon-Head-Raise spillway tunnel comparatively. Then we comapared discharge capacity, head loss and flow state of four inlet elevations of the Dragon-Raise-Head spillway tunnel. The results showed little influence of different inlet elevations on discharge capacity, head loss and flow state under the premise of smooth curve section. The study would provide evidence for the design and optimization of the Dragon-Raise-Head spillway tunnel.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1095-1098

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Dong Xinglin, Yang Kailin. Journal of Hydraulic Engineering, Vol. 14-18(2011).

Google Scholar

[2] Wu Haibo, Zhao Zhenxing. Yangzi River, Vol. 78-81(2011).

Google Scholar

[3] Cao ShuangLi, Niu ZhengMing. China Ser E-Tech, Vol. 111-116(2011).

Google Scholar

[4] Yu Ting, Tian Zhong. Journal of Hydraulic Engineering, Vol. 211-217(2011).

Google Scholar

[5] Ji Wei. Water Sciences and Engineering Technology, Vol. 51-53(2006).

Google Scholar

[6] Wang Lingling, Jin Zhongqing. Advances in science and technology of water resources, Vol. 16-19(1994).

Google Scholar

[7] Zheng Qiuwen, Luo Shujing. China Rural Water and Hydropower, Vol. 133-138(2012).

Google Scholar

[8] Hydraulic institute of Tianjin university. Report of hydraulic model test on ZhaiKou reservoir discharge tunnel(2009).

Google Scholar