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悬链线形断面明渠的水力计算探讨

Hydraulic Calculation Discussion on Cantenary Suspension Alignment Section Open Canal

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【作者】 黄开路; 张晓莲; 柳凤明;

【Author】 HUANG Kai-lu~1;ZHANG Xiao-lian~2,LIU Feng-ming~3(1.Yian County Hydraulic Investigation Design Team,Heilongjiang Prov.,Yian 161500,China;2.Yian County Soil and Water Conservation Office of Heilongjiang Prov.,Yian 161500,China;3.Heilongjiang No,2 Hydraulic Engineering Department,Acheng 150302,China)

【机构】 依安县水利勘测设计队; 依安县水保办; 黑龙江省水利第二工程处 黑龙江依安161500; 黑龙江依安161500; 阿城150302;

【摘要】 从工程实际出发,提出了特殊的渠道断面———悬链线断面。根据数学分析和水力学原理,给出了在悬链线形横断面尺寸、纵坡、糙率等已定条件下其正常水深求解的迅速收敛迭代公式。同时,水力公式求解精度高,迭代次数少,避免了传统算法反复试算的弊端,在工程设计上具有参考价值。

【Abstract】 This paper put foreword special canal section catenary’s suspension alignment section from engineering practices.According to mathematical analysis and hydraulics principles,the author gives rapid convergent iteration formula of normal water depth solution at already settled condition of catenary’s suspension alignment section size.longitudinal grade,roughness coefficient and so on.At some time,the precision of hydraulic formula solution is high,the iteration times are less.It avoided the shortcoming of traditional calculation,namely repeatedly calculating,and has reference value at engineering design.

【关键词】 明渠; 水力学; 均匀流; 特殊断面; 计算;
【Key words】 open canal; hydraulics; uniform flow; special section; calculation;
  • 【文献出处】 黑龙江水专学报 ,Journal of Heilongjiang Hydraulic Engineering College , 编辑部邮箱 ,2006年03期
  • 【分类号】TV135.3
  • 【被引频次】7
  • 【下载频次】50
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