Research Progress on Dyke Piping

WU Qing-hua; ZHANG Wei; WU Ai-qing; ZHOU Hua-ming; CUI Hao-dong

doi:10.11988/ckyyb.20191007

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Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (10) : 39-44. DOI: 10.11988/ckyyb.20191007

EVOLVEMENT MECHANISM OF DYKE RISKS

Research Progress on Dyke Piping

WU Qing-hua, ZHANG Wei, WU Ai-qing, ZHOU Hua-ming, CUI Hao-dong

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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 treatment, 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 difficult 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 research directions of dyke piping.

Key words

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

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WU Qing-hua, ZHANG Wei, WU Ai-qing, ZHOU Hua-ming, CUI Hao-dong. Research Progress on Dyke Piping[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(10): 39-44 https://doi.org/10.11988/ckyyb.20191007

References

[1] 吴凯.1998年长江洪水的特点与警示[J].地理科学进展,1999,18(1):20-25.
[2] 张光斗.1998年长江大洪水[J].人民长江,1997,39(7):1-3.
[3] 王霜,陈建生,黄德文,等.土层结构对管涌发展影响的试验研究[J].岩土工程学报,2013,35(12):2334-2341.
[4] 郭见扬.防汛堤坝坝基结构与渗透变形[J].岩石力学与工程学报,1998,17(6):674-678.
[5] 王延贵,匡尚富,陈吟.洪水位变化对岸滩稳定性的影响[J].水利学报,2015,46(12):1398-1405.
[6] 彭玉明,熊超,杨朝云.长江荆江河道演变与崩岸关系分析[J].水文,2010,30(6):29-31,36.
[7] 曲能明.安徽省长江堤防白蚁防治[J].黑龙江水专学报,2006,33(2):81-82.
[8] 朱建强,邹社校,潘传柏.长江中下游堤防侵蚀及其防治[J].水土保持通报,2000,20(5):5-10.
[9] 毛昶熙,段祥宝,蔡金傍,等.北江大堤典型堤段管涌试验研究与分析[J].水利学报,2005,36(7):818-824.
[10]刘杰,谢定松,崔亦昊.江河大堤双层地基渗透破坏机理模型试验研究[J].水利学报,2008,39(11):1211-1220.
[11]陈建生,袁克龙,王霜,等.细砂层埋深对堤基管涌影响的试验研究[J].岩土力学,2015,36(3):653-659.
[12]周健,姚志雄,张刚.管涌发生发展过程的细观试验研究[J].地下空间与工程学报,2007,3(5):842-848.
[13]梁越,陈建生,陈亮,等.双层堤基管涌发生发展的试验模拟与分析[J].岩土工程学报,2011,33(4):624-629.
[14]王霜,陈建生,周鹏.三层堤基中细砂层厚度对管涌影响的试验研究[J].岩土力学,2015,36(10):2847-2854.
[15]姚志雄,周健,张刚,等.颗粒级配对管涌发展的影响试验研究[J].水利学报,2016,47(2):200-209.
[16]VAN BEEK V M, BEZUIJEN A, ZWANENBURG C. Piping: Centrifuge Experiments on Scaling Effects and Levee Stability[C]//Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010). Zurich, Switzerland, June 28 - July 1, 2010: 183-189.
[17]SAGHAEE G, MOUSA A, MEGUID M. Experimental Evaluation of the Performance of Earth Levees Deteriorated by Wildlife Activities[J]. Acta Geotechnica, 2016, 11(1): 83-93.
[18]FOX G, FELICE R, MIDGLEY T,et al. Laboratory Soil Piping and Internal Erosion Experiments: Evaluation of a Soil Piping Model for Low-compacted Soils[J]. Earth Surface Processes and Landforms, 2013, 39(9): 1137-1145.
[19]TERZAGHI K. The Effects of Minor Geologic Details on the Safety of Dams[M]. New York: Technical Publication, 1929: 31-34.
[20]SKEMPTON A W, BROGAN J M. Experiments on Piping in Sandy Gravels[J]. Geotechnique, 1994, 44(3): 449-460.
[21]毛昶熙,段祥宝,蔡金傍,等.悬挂式防渗墙控制管涌发展的试验研究[J].水利学报,2005,36(1):42-50.
[22]陈建生,何文政,王霜,等.双层堤基管涌破坏过程中上覆层渗透破坏发生发展的试验与分析[J].岩土工程学报,2013,35(10):1777-1783.
[23]刘昌军,姚秋玲,丁留谦,等.堤基管涌小尺寸模型的细观试验研究[J].水利学报,2014,45(增刊2):90-97.
[24]毛昶熙,段祥宝,蔡金傍,等.堤基渗流无害管涌试验研究[J].水利学报,2004,35(11):46-53,61.
[25]姚秋玲.堤基管涌机理及悬挂式防渗墙渗控效果试验研究[D].北京:中国水利水电科学研究院,2006.
[26]OJHA C S P, SINGH V P, ADIAN D D. Determination of Critical Head in Soil Piping[J]. Journal of Hydraulic Engineering, 2003, 129(7): 511-518.
[27]SHAMY P E, ASCE M, AYDIN F. Multiscale Modeling of Flood-induced Piping in River Levees[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(9): 1385-1398.
[28]TAO Jun-liang, TAO Hui. Factors Affecting Piping Erosion Resistance: Revisited with a Numerical Modeling Approach[J]. International Journal of Geomechanics, 2017, 17(11): 1-14.
[29]ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical Simulation of the Developing Course of Piping[J]. Computers and Geotechnics, 2012, 44: 104-108.
[30]WANG Da-yu, FU Xu-dong, JIE Yu-xin, et al. Simulation of Pipe Progression in a Levee Foundation with Coupled Seepage and Pipe Flow Domains[J]. Soils and Foundations, 2014, 54(5): 974-984.
[31]LIANG Yue, YEH Tian-chyi, WANG Yu-li, et al. Numerical Simulation of Backward Erosion Piping in Heterogeneous Fields[J]. Water Resources Research, 2017, 53(4): 3246-3261.
[32]张家发,朱国胜,曹敦侣.堤基渗透变形扩展过程和悬挂式防渗墙控制作用的数值模拟研究[J].raybet体育在线院报,2004,21(6):47-50.
[33]刘丹珠,张家发,李少龙,等.考虑土体坍塌的单层堤基管涌数值模拟方法研究[J].raybet体育在线院报,2012,29(10):98-101.
[34]刘昌军,丁留谦,孙东亚,等.双层堤基管涌模型试验尺寸效应的数值模拟[J].岩石力学与工程学报,2012,31(增刊1):3110-3116.
[35]梁越,陈亮,陈建生.考虑流固耦合作用的管涌发展数学模型研究[J].岩土工程学报,2011,33(8):1265-1270.
[36]周晓杰,介玉新,李广信.基于渗流和管流耦合的管涌数值模拟[J].岩土力学,2009,30(10):3154-3158.
[37]倪小东,王媛,王飞.管涌的砂槽试验研究及颗粒流模拟[J].四川大学学报(工程科学版),2009,41(6):51-57.
[38]朱伟,山村和也.堤防地基渗透破坏机制及其治理[J].水利水运科学研究,1999(4):338-347.
[39]毛昶熙.堤防工程手册[M].北京:中国水利水电出版社,2009.
[40]张磊.土工滤网在管涌抢险中的应用研究[D].天津:天津大学,2009.
[41]张宝森,沈秀珍,程征.土工合成材料在渗水流土抢险中的应用研究[J].人民黄河,2003,25(3):40-41.
[42]张家发,曹星,李思慎.堤防加固设计中的若干技术问题[J].人民长江,2000, 31(1):9-10.
[43]张家发,张伟,李思慎.堤防工程减压井淤堵及其应对措施研究[J].raybet体育在线院报,2006,23(5):24-28.
[44]曹洪,吴海峰,张挺,等.北江大堤石角堤段减压井试验分析[J].raybet体育在线院报,2004,21(6):53-56.
[45]罗玉龙,罗谷怀.洞庭湖区减压井井管及滤层结构试验研究[J].岩土力学,2009,30(增刊2):110-113.
[46]李景娟,杨阳,段祥宝,等.减压井运行效果影响因素数值分析[J].raybet体育在线院报,2016,33(5):151-154.
[47]MANSUR C, POSTOL C G, SSLLEY J R. Performance of Relief Well Systems Along Mississippi River Levees[J]. Journal of Geotechnical and Environmental Engineering, 2000, 126(8): 727-738.
[48]HADJ H T, TAVASSOLI T M, SHERMAN W C. Laboratory Testing of Filters and Slot Sizes for Relief wells[J]. Journal of Geotechnical Engineering, 1990, 116(9): 1325-1346.
[49]吴昌瑜,张伟,孙厚才.减压井淤堵机理研究现状[J].raybet体育在线院报,2005,22(2):60-62.
[50]吴昌瑜,张伟,李思慎,等.减压井机械淤堵机制与防治方法试验研究[J].岩土力学,2009,30(10):3181-3187.
[51]张伟,张家发,孙厚才.减压井化学淤堵试验研究[J].raybet体育在线院报,2009,26(10):13-16.
[52]张伟,许继军,吴昌瑜.可拆换过滤器减压井的应用研究[J].人民长江,2009,40(3):81-83.
[53]张家发,吴昌瑜,朱国胜.堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟[J].水利学报,2002,33(9):108-112.
[54]张家发,李思慎,王文新.长江重要堤防垂直防渗工程[J].人民长江,2002,33(8):37-39.
[55]毛昶熙,段详宝,蔡金傍,等.悬挂式防渗墙控制管涌发展的理论分析[J].水利学报,2005,36(1):42-50.
[56]许继军,张家发,程展林.堤防半封闭式防渗墙防渗机理及设计参数研究[J].人民长江,2001,32(5):42-44.
[57]陈社明,刘宏伟,卢文喜,等.悬挂式防渗墙作用下非均质地层的渗流量研究:以松花江干流群力堤为例[J].水文地质工程地质,2016,43(4):14-19.
[58]张漫,曹骏,李迪.枞阳长江干堤防渗墙截渗效果分析[J].岩土力学,2003,24(增刊1):206-210.