Review on Research of Emergency Rescue Technology for Dyke Burst

XIONG Yong; CHENG Yong-hui; CHEN Hang

doi:10.11988/ckyyb.20190780

PDF(3329 KB)

Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (10) : 169-174. DOI: 10.11988/ckyyb.20190780

TREATMENT OF DYKE RISKS

Review on Research of Emergency Rescue Technology for Dyke Burst

XIONG Yong, CHENG Yong-hui, CHEN Hang

Author information +

History +

Abstract

The technology of blocking dyke burst has been developing gradually due to frequent dyke bursts in history. However, the blocking technology needs to develop towards modernization due to low efficiency, high dependency on manual power, and low degree of mechanization. In this paper, we made a review on the studies and practices of dyke burst and obtained some conclusions: the discharge and flow velocity at dyke breach can be deduced according to the shape and width of breach as well as the water depths on both sides of the dyke. The shape and width of the breach is determined by water head and affected by discharge of river channel and filling material of dyke. In spite of differences in emergency rescue technologies corresponding to different watersheds, the core principle is to dumping materials step by step and reduce flow velocity gradually. The key to successful blocking is to ensure the anti-scouring stability of dumping materials, which can be enhanced effectively by anti-scouring structure. In addition, light and convenient modern rescue equipment is also a critical approach to improving blocking efficiency.

Key words

dyke burst / emergency rescue / blocking technique / anti-scouring structures / anti-scouring stability / rescue equipment

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

XIONG Yong, CHENG Yong-hui, CHEN Hang. Review on Research of Emergency Rescue Technology for Dyke Burst[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(10): 169-174 https://doi.org/10.11988/ckyyb.20190780

References

[1] 杨光煦. 截流围堰堤防与施工通航[M].北京:中国水利水电出版社, 1999.
[2] 何宇. 新编诸子集成:淮南子集释(上)[M].北京:中华书局, 1998.
[3] 黄河防洪志编纂委员会. 黄河志·卷七·黄河防洪志[M].郑州:河南人民出版社, 1991.
[4] 黄淑阁, 朱太顺, 陈银太. 黄河传统堵口技术分析研究[J]. 人民黄河, 2003, 25(3):24-25.
[5] 徐龄福.防汛抢险技术讲座(三) 堵口工程[J]. 人民黄河, 1982(2):58-63.
[6] 田治宗, 梁跃平, 解吉祥, 等. 堤防溃口口门区水力及冲淤特性模型试验研究[J]. 人民黄河, 2003, 25(3):32-33.
[7] 余明辉, 魏红艳, 梁艳洁. 无黏性土堤漫顶溃决口门形态变化试验[J]. 武汉大学学报(工学版), 2011, 44(1):15-20.
[8] 张修忠, 王光谦. 堤防溃决的流动分析及冲刷坑计算[J]. 泥沙研究, 2002(1):18-24.
[9] 魏红艳, 余明辉, 梁艳洁. 无粘性土堤漫顶溃决水流运动试验研究[J]. 水科学进展, 2011, 22(4):532-538.
[10]POWLEDGE G R, RALSTON D C, MILLER P, et al. Mechanics of Overflow Erosion on Embankments. II: Hydraulic and Design Considerations[J]. Journal of Hydraulic Engineering, 1989, 115(8): 1056-1075.
[11]OLIVIER H. Through and Overflow Rockfill Dams: New Design[J]. Proceedings of the Institution of Civil Engineers, 1967, 36(3): 433-471.
[12]杨光煦. 河堤决口水力特性及堵口技术[J]. 湖北水力发电, 1999(4):9-16.
[13]梁林,倪晋仁.黄河溃堤过程数学模型及其模拟方法[J].中国科学:E辑,2002,32(5):618-627.
[14]颜志庆, 李琪, 马洪福. 堤防溃口特征分析及水流特性研究评述[J]. 中国农村水利水电, 2018, 433(11):188-192.
[15]谢任之. 溃坝水力学[M]. 济南: 山东科学技术出版社,1993.
[16]刘默,韩程起. 河道堤防模拟溃口水力计算简化算法研究[J]. 黑龙江水利科技,2005(1):17-18.
[17]杨光煦. 九江长江江堤堵口实录及经验[J]. 人民长江, 1998,29(11):4-7.
[18]中国人民解放军51002部队. 钢木土石组合坝堵口技术[J]. 中国防汛抗旱, 1998(4):114-115.
[19]劳道邦, 贾千里. 钢木土石组合坝封堵决口技术研究[J]. 水科学与工程技术, 2007(增刊1):3-4.
[20]朱太顺. 防汛抢险关键技术研究[J]. 人民黄河, 2003, 25(3):1-2.
[21]李跃伦, 徐长锁, 魏向阳, 等. 黄河堤防溃口对策预案及实施步骤研究[J]. 人民黄河, 2003, 25(3):18-19.
[22]张素平, 朱太顺, 李永亮, 等. 黄河堤防溃口对策典型案例分析[J]. 人民黄河, 2003, 25(3):9-11.
[23]祝杰, 薛云鹏, 赵咸榕. 黄河堤防溃口对策在其他江河的适用性探讨[J]. 人民黄河, 2003, 25(3):20-21.
[24]潘恕, 汪自力, 余咸宁,等. 橡胶坝围堰快速堵口技术试验研究[J]. 人民黄河, 2000, 22(9):26-28.
[25]毛昶熙.堤防工程手册[M].北京:中国水利水电出版社, 2009.
[26]汪滨, 冯琳, 侯英杰. 螺旋锚构筑堵口组合坝技术[C]// 中国水利学会首届青年科技论坛论文集. 北京:中国水利水电出版社,2003:368-372.
[27]汪滨,臧德记,胡良浩. 快速堵口装配式结构体系、安装装置及方法: CN106948349A[P]. 2017-07-14.
[28]江召兵,邵鲁中,洪娟,等.一种利用火箭锚快速锚定沉箱进行堵口的方法:CN105544577A[P].2016-05-04.
[29]严建国, 孙芦忠, 赵建钧. 箱型结构物封堵堤坝溃口的技术[J]. 解放军理工大学学报(自然科学版), 2004, 5(4):77-80.
[30]李继革, 肖焕雄.河道立堵截流抛投粒径研究[J] .水电能源科学, 2001(3):79 -81.
[31]伊兹巴什, 哈德列.河道截流水力学[M] .黄河三门峡工程局, 译.北京:中国工业出版社, 1964.
[32]肖焕雄.立堵截流抛石粒径计算研究[J] .水电站设计, 2000(1):1 -7.
[33]肖焕雄, 唐晓阳.江河截流中混合粒径群体抛投石料稳定性研究[J] .水利学报, 1994(3):10 -18.
[34]肖焕雄.立堵截流中计算抛投混凝土块体稳定性研究[J].武汉水利电力学院学报, 1976(2):78 -84.
[35]戴晓兵, 张仕善.截流抛投材料的稳定分析与计算[J].中南水电, 1992(4):50 -56.
[36]周景芍, 耿明全, 黄淑阁. 新型堵口料体水力特性试验研究[J]. 人民黄河, 2003, 25(3):12-13.
[37]单定军,张劲松,代健.重物落水后运动过程的数学模型[J].武汉大学学报(工学版),2011,44(6):720-725.
[38]程义吉, 薜永华. 充泥长管袋在堵口合龙中的应用[J]. 水利建设与管理, 2004, 24(4):77-79.
[39]赵雨森, 刘洪彬, 肖发光. 土工布在黄河抢险堵口及水中进占中的应用[J]. 河南水利与南水北调, 2008(12):33-34.