HYDRAULICS

Discussion on the Calculation of Wave Factor of Surface Hole Gates in Hilly and Plain Areas

  • ZHU Feng-shan ,
  • DU Pei-wen ,
  • FANG Jin-xian
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  • 1.Design Department of Hydraulic Machinery,Shandong Survey and Design Institute of Water Conservancy, Ji’nan 250013, China;
    2.Research and Development Department, Shandong Mechanical Engineering Hydroelectric Limited Company, Ji’nan 250100, China

Received date: 2013-11-15

  Revised date: 2014-10-17

  Online published: 2014-10-20

Abstract

Calculation formulas for the wave factor of hydraulics surface hole gate at Hedi reservoir given in Design Specification for Concrete Gravity Dam are analyzed. The calculations of mean wave height hm by using hypothesis method, successive approximation method and iterative method are complicated with big errors. In view of this, a convenient and accurate method of calculating mean wave height by using MathCAD software is given, and a formula for calculating the position of action point of the wave pressure is proposed. Calculation examples show that the calculation precision has increased by 75mm, and 10mm respectively than the other two methods. The wave pressure and its position of action point are also considered by this method, and the actual load of surface hole gate is reflected.

Cite this article

ZHU Feng-shan , DU Pei-wen , FANG Jin-xian . Discussion on the Calculation of Wave Factor of Surface Hole Gates in Hilly and Plain Areas[J]. Journal of Changjiang River Scientific Research Institute, 2014 , 31(10) : 120 -123 . DOI: 10.3969/j.issn.1001-5485.2014.10.018

References

[1] SL74—95,水利水电工程钢闸门设计规范[S].北京:中国水利水电出版社,1995. (SL74—95, Hydraulic and Hydroelectric Engineering Specification for Design of Steel Gate[S]. Beijing: China Water Power Press,1995.(in Chinese))
[2] 水电站机电设计手册编写组.水电站机电设计手册[M]. 北京:水利电力出版社,1986. (The Compilation Group. Manual of Mechanical Design of Hydropower Station[M]. Beijing: China Water Power Press,1986. (in Chinese))
[3] SL319—2005,混凝土重力坝设计规范[S]. 北京:中国水利水电出版社,2005. (SL319—2005, Concrete Gravity Dam Design Specification[S]. Beijing: China Water Power Press, 2005. (in Chinese))
[4] 程兴奇,刘福臣,李凌霄.水工建筑物波浪要素计算探讨[J].长江科学院院报,2009,(7):21-24. (CHENG Xing-qi, LIU Fu-chen, LI Ling-xiao. Discussion on Wave Factor Calculation of Hydraulic Structure[J]. Journal of Yangtze Scientific Research Institute, 2009,(7):21-24. (in Chinese))
[5] 苗兴皓,于翠松,王艳玲.水闸波浪要素计算的探讨[J].山东大学学报(工学版),2002,(4):369-371. (MIAO Xing-hao, YU Cui-song, WANG Yan-ling. The Study for Wave Element of Sluices[J]. Journal of Shandong University, 2002, (4): 360-371. (in Chinese))
[6] 张培忠.MathCAD学步随笔[M].北京:中国水利水电出版社,2013.(ZHANG Pei-zhong. Learning of MathCAD of Step by Step[M]. Beijing: China Water Power Press,2013.(in Chinese))
[7] 同济大学.高等数学[M]. 北京:中国高等教育出版社,1999.(Tongji University. Higher Mathematics[M]. Beijing: China Higher Education Press, 1999.(in Chinese))
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