期刊文献+

水闸开度一定时消力池消能迭代算法及应用 被引量:3

Iterative Algorithm and Application for Energy Dissipation Calculation with Specified Sluice Opening
下载PDF
导出
摘要 实际工作中,指定开度下的水闸消能计算复杂,往往耗费大量时间和精力。对此,一方面从数学原理入手,提出了消能计算的简便算法。经实例验证表明,下游水位固定时,不动点迭代法可得消能计算精确解;下游水位变化时,不动点迭代配合二分法可得消能计算精确解。另一方面编写了可视化程序,进一步验证了该算法应用于工程实际的可行性。此迭代算法为水闸消能计算提供了新思路。 In practice,the calculation of sluice energy dissipation under specified opening usually costs lots of time and energy because of high computational complexity.Therefore,this paper researched a simple method for energy dissipation from the perspective of mathematical principle and the calculation program.Example results show that the fixed point iteration method could get accurate solution of energy dissipation calculation in the condition that the lower water-level was fixed.While the lower water-level was in a variable state,combination of fixed point iteration with dichotomy method could also get accurate solution.Visual programming was used to further verify the feasibility of the proposed method for application in engineering projects.Therefore,the proposed iterated algorithm can provide new ideas for energy dissipation calculation of sluice.
作者 林淏圣
出处 《水电能源科学》 北大核心 2015年第11期168-170,共3页 Water Resources and Power
关键词 消能计算 水闸 开度 消力池 迭代算法 试算法 energy dissipation calculation sluice opening stilling basin iterated algorithm trial method
  • 相关文献

参考文献4

  • 1钟汉华.收缩断面水深的迭代计算法[J].中国农村水利水电,1985(11),22-24.
  • 2武永昌.消力池深(坎高)的迭代计算.陕西水利,1987,.
  • 3江西省水利勘测设计研究院.水闸设计规范(SL265-2001)[S].北京:中国水利水电出版社,2001.
  • 4武永昌,武永寿.水力计算中常见方程的简便解法[J].陕西水利,1987(1):7-13.

共引文献4

同被引文献24

引证文献3

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部