期刊文献+

橡胶坝下消力池的断面试验研究 被引量:3

Study On the Suitable Section of Stilling Basin Front Flexible Dam
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摘要 橡胶坝下消力池的设计涉及的影响因数很多 ,目前尚无成熟的理论方法解决这一问题。结合总沭河王庄闸加固工程断面模型试验对橡胶坝下消力池的相关要素进行了试验研究 ,提出了研究该问题的一种可行方法 ,并得到可供工程应用的研究结果。该成果不仅为总沭河王庄闸加固工程提供了必要的依据 ,同时对开展同类问题的研究具有一定参考价值。 The Suitable section of a stilling basin front a flexible dam is affected by many factors, and there are no mature theories or methods to solve the problem. An experiment was carried out to study the influencing factors and the method of determining suitable section of stilling basin front a flexible dam, by taking Wangzhuang Gate as a real sample and combining a model test. A practicable method was put forward to solve the problem and some research results were obtained for the practical engineering application. It is proven that the research results not only settle a necessary ground for the design of Wangzhuang Gate Reinforce Project, but also be helpful for other similar projects.
出处 《灌溉排水》 CSCD 北大核心 2002年第4期66-69,77,共5页 Irrigation and Drainage
关键词 橡胶坝 消力池 塌落度 断面模型试验 溢流面压力分布 上游水位 流量 坎向 flexible dam stilling basin experimental research collapse depth
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参考文献2

  • 1SL155-95《水工(常规)模型试验规程》[S].北京:中国水力水电出版社.1995.
  • 2SL227-98《橡胶坝技术规范》[S].北京:中国水力水电出版社,1999.

同被引文献19

  • 1孙东坡,朱岐武,张耀先,张晓松.弯道环流流速与泥沙横向输移研究[J].水科学进展,2006,17(1):61-66. 被引量:46
  • 2顾峰峰,倪汉根.芦苇密度与阻力的关系[J].水动力学研究与进展(A辑),2006,21(5):626-631. 被引量:14
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  • 7Nezu I and Onitsuka K. Turbulent structures in partly vege -tated open-channel flows with LDA and PIV measurements [ J ]. Journal of Hydraulic Research/ De Recherches Hydrauliques, International Association for Hydraulic Research, 2001,39(6) :629-642.
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  • 10孟德臣,黎国森,邢顺敬,马殿光,李少希.葫芦湾枢纽泄水闸泄流能力研究[J].水道港口,2010,31(4):282-284. 被引量:7

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