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箱型结构物封堵溃坝水力学特性试验研究
引用本文:孙芦忠,严建国,赵建钧.箱型结构物封堵溃坝水力学特性试验研究[J].长江科学院院报,2003,20(6):9-11,18.
作者姓名:孙芦忠  严建国  赵建钧
作者单位:1. 解放军理工大学,工程兵工程学院,江苏,南京,210007
2. 南京水利科学研究院,江苏,南京,210029
摘    要:介绍了用箱型结构物通过爆破下沉方法封堵溃坝的水力学模型试验。基于相似理论,研究堵口过程中的水力学特性变化,得到了溃口附近的流速、流态规律,以及箱体周边的流速情况。成果为实际确定沉箱堵口方案提供了依据,同时也为今后其它堵口技术方案的研究提供参考。

关 键 词:溃坝  箱型结构物  堵口  水力学  模型试验
文章编号:1001-5485(2003)06-0009-03

Study on closure of dam-breach with sinking caissons
SUN Luzhong,YAN Jianguo,ZHAO Jianjun.Study on closure of dam-breach with sinking caissons[J].Journal of Yangtze River Scientific Research Institute,2003,20(6):9-11,18.
Authors:SUN Luzhong  YAN Jianguo  ZHAO Jianjun
Affiliation:SUN Luzhong~1,YAN Jianguo~1,ZHAO Jianjun~2
Abstract:The article introduces the experimental situation and study results on closure of a dambreach with sinking caissons during dam break. On the basis of simulitude theory, the variation of hydraulic characteristics is studied in the closure process of a dambreach. The laws of flow velocity and flow pattern near the dambreach as well as velocities around box caissons are found. Test results provide important base for choosing the practical scheme of blocking the dambreak at Jiujiang through adopting box caissons, and can be used as reference for decisionmaking in other similar dam break emergency.
Keywords:dam break  box caisson  closure of dam breach  hydraulics  
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