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堤防管涌险情研究进展

吴庆华 张伟 邬爱清 周华敏 崔皓东

长江科学院院报2019,Vol.36Issue(10):39-44,6.
长江科学院院报2019,Vol.36Issue(10):39-44,6.DOI:10. 11988/ckyyb. 20191007

堤防管涌险情研究进展

Research Progress on Dyke Piping

吴庆华 1张伟 1邬爱清 1周华敏 1崔皓东1

作者信息

  • 1. 长江科学院 水利部岩土力学与工程重点实验室,武汉 430010
  • 折叠

摘要

Abstract

At present, research of piping hazard mainly focuses on evolution mechanism, physical model test and numerical simulation method, as well as emergency rescue technology in flood season and non-flood season. Piping hazard is controlled by factors such as critical hydraulic conditions and formation lithology structure; however, river dynamics and continuous-discontinuous piping expansion process has not been systematically considered, and the scale effect of physical model exists. In flood season, conventional manual power is the dominant emergency treat-ment, which is obviously inefficient; in non-flood season, relief wells and cutoff wall are major countermeasures. Removable relief well has successfully solved the silting problem of traditional relief wells and significantly improved operation efficiency; vertical impermeable wall has remarkable seepage control effect, but its operation effect is dif-ficult to command due to high engineering cost and lack of monitoring and evaluation of the whole life cycle. The effect of soil-water coupling, portable-equipped emergency materials and equipment are urgent problems and re-search directions of dyke piping.

关键词

堤防/管涌险情/可拆换式减压井/垂直防渗墙/研究进展

Key words

dyke/piping/removable relief well/vertical impermeable wall/research progress

分类

建筑与水利

引用本文复制引用

吴庆华,张伟,邬爱清,周华敏,崔皓东..堤防管涌险情研究进展[J].长江科学院院报,2019,36(10):39-44,6.

基金项目

国家重点研发计划项目(2017YFC1502602) (2017YFC1502602)

中央级公益性科研院所基本科研业务费项目(CKSF2019477/YT,CKSF2017038/YT) (CKSF2019477/YT,CKSF2017038/YT)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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