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author:

Hu, Yao-Hua (Hu, Yao-Hua.) [1] | Wu, Chao (Wu, Chao.) [2] | Zhang, Ting (Zhang, Ting.) [3] (Scholars:张挺) | Wang, Bo (Wang, Bo.) [4] | Mo, Zheng-Yu (Mo, Zheng-Yu.) [5]

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Abstract:

A step spillway placed behind X-shaped flaring gate pier was proposed and applied in practical engineering. If the first step is higher than the others, cavity will exist between the nappe and the step spillway. The flow with air entrainment will occur on the flow surface of steps. Under this condition, the step can be protected from damage at the discharge over 30m3/(s · m). The relation of the cavity size, the weir head, the difference between the weir crest and the exit of the flaring gate pier, the drop height, the weir end slope and the step slope were studied in this paper. The formula was deduced to calculate the length of cavity. Calculating results were identical with that of numerical stimulations and experiments. It is shown that the cavity is mainly affected by the drop height, the weir end slope and the step slope.

Keyword:

Air entrainment Computer simulation Hydroelectric power plants Spillways

Community:

  • [ 1 ] [Hu, Yao-Hua]State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China
  • [ 2 ] [Wu, Chao]State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China
  • [ 3 ] [Zhang, Ting]College of Civil Eng. and Architecture, Fuzhou Univ., Fuzhou 350002, China
  • [ 4 ] [Wang, Bo]State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China
  • [ 5 ] [Mo, Zheng-Yu]State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ., Chengdu 610065, China

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Source :

Journal of Sichuan University (Engineering Science Edition)

ISSN: 1009-3087

CN: 51-1596/T

Year: 2007

Issue: 3

Volume: 39

Page: 24-28

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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