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平面闸门门槽设计的实践 被引量:2

Design of flat slab gate slot
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摘要 文章在总结国内外闸门门槽设计的实践经验的基础上,提出了门槽主轨设计的型式。主轨边距的确定除应考虑闸门结构支承和封水结构尺寸、水力学对门槽的影响及二期混凝土浇筑、埋件安装是否方便等因素外,还应考虑混凝土的实际受力情况。
出处 《东北水利水电》 2003年第12期12-13,11,共3页 Water Resources & Hydropower of Northeast China
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  • 1徐国宾,周通,杨敏,刘明军.积石峡水电站中孔泄洪洞工作闸门门槽体形研究[J].长江科学院院报,2006,23(6):1-5. 被引量:2
  • 2金泰来,刘长庚,刘孝梅.门槽水流空化特性的研究[A].水利水电科学研究院科学研究论文集第13集[c],北京:中国水利水电出版社,1983:57-78.
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  • 6Tani L ,Luhi M and Domoda H .Experimental investigation of Flow Separation Associated with a step or Groove [R]. Tkyo.Japan: Aeronautical Research institute University of Tokyo, 1961.
  • 7Haugen R.L., ,and Dhanak A.M .Momentum Transfer in Turbulent Separated Flow Past a Rectangular Cavity [J]. American Society of Mechanical Engineers,Journal of Applied Mechanics, 1966,33(3):641-646.
  • 8Mogregor O.W .Aerodynamic Drag of Two-Dimensional Rectangular Notches in Transonic and Supersonic Flow [D]. Urbana,III: University of Illinois, 1969.
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