长江科学院院报 ›› 2013, Vol. 30 ›› Issue (8): 50-53.DOI: 10.3969/j.issn.1001-5485.2013.08.0;2013,30(08)

• 高速水流与泄洪雾化 • 上一篇    下一篇

泄洪洞掺气减蚀设施空腔回水研究

李静a胡国毅b   

  1. 长江科学院a.水力学研究所;b.研究生部,武汉430010
  • 收稿日期:2013-05-07 修回日期:2013-08-13 出版日期:2013-08-13 发布日期:2013-08-13
  • 作者简介:李静(1976-),女,湖北武汉人,高级工程师,博士,主要从事工程水力学、环境与生态水力学方面的研究,(电话)027-82926533(电子信箱)skyjing@163.com。
  • 基金资助:
    长江科学院基本科研业务费项目(CKSF20130461SL)

Measures to Relieve the Backwater of Aeration Structureof Spillway Tunnel

LI Jinga, HU Guo-yib   

  1. Hydraulics Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2013-05-07 Revised:2013-08-13 Online:2013-08-13 Published:2013-08-13

摘要: 泄洪洞内高速水流空化引起过流表面空蚀一直以来都是一个值得关注的问题,掺气减蚀是解决泄洪洞过流表面空蚀的有效措施。以某水电站泄洪洞明流泄槽的掺气设施为例,从对掺气坎体型增加坎高、加设坎下平台、加设下游陡坡、圆弧形底板等多个角度进行了探索比较优化。研究成果表明:挑跌坎掺气槽后接圆弧底板布置形式,较好地解决了掺气坎下游水流反向漩滚和空腔回水的问题。这一成果为类似掺气设施的布置提供了参考。

关键词: 水电站, 泄洪洞, 掺气坎, 弧形底板

Abstract: Aeration is an efficient measure to mitigate the cavitation of flow surface in spillway tunnel caused by high speed flow. With the aeration structure of the free flow chute of a hydropower station spillway as an example, we optimized the aerator by raising the height, connecting a lower flat segment in the downstream of aerator, setting up steep slope in the downstream or arched bottom in the downstream and compared the effects of these schemes. Result showed that the aerator and flat segment connected by arched bottom could solve the problem of counterclockwise vortex and cavity backflow in the downstram of aerator. The research result could serve as a reference for the design of similar aerators.

Key words: hydropower station, spillway tunnel, aerator, arched bottom

中图分类号: