Journal of Jilin University(Earth Science Edition) ›› 2019, Vol. 49 ›› Issue (5): 1398-1404.doi: 10.13278/j.cnki.jjuese.20180138

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Motion Characteristics of Clay Column Under Action of Siphon Flow and Anti-Clogging Measures

Wu Gang1, Xie Wei2, Yan Xin1, Weng Yang1, Sun Hongyue1   

  1. 1. Ocean College, Zhejiang University, Zhoushan 316021, Zhejiang, China;
    2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
  • Received:2018-05-30 Online:2019-09-26 Published:2019-10-10
  • Supported by:
    Supported by Key Research and Development Plan of Zhejiang Province (2017C03006)

Abstract: Siphon drainage combined with surcharge loading is a new technology for soft ground improvement,in which the clogging issue of soil column in siphon flow is critical. The results show that the clay column is prone to form a blockage in the curved section of the siphon tube. Siphon tubes with inner diameter of 4 mm are widely used in field engineering. When the radius of the curved section is greater than 40 cm and the height of the clay column is greater than 4 cm, the clay column will clog in the siphon tube. Aiming at the clogging problem,the critical height solution of clay column under siphon flow is derived by using the particle subsidence model and corresponding hydrodynamic theory. According to the above solution, the anti-clogging measures are proposed to guarantee the siphon drainage operate smoothly. In practice, the siphon drainage process can be maintained by reducing the radius of curved sections, the length of siphon tubes, and the height of siphon outlets.

Key words: siphon, motion characteristic, clay column, clogging

CLC Number: 

  • TU447
[1] 龚晓南. 地基处理手册[M]. 北京:中国建筑工业出版社,2008:69-162. Gong Xiaonan. Handbook for Foundation Treatment[M]. Beijing:China Architecture & Building Press,2008:69-162.
[2] Shang J Q,Mohamedelhassan E,Ismail M. Electrochemical Cementation of Offshore Calcareous Soil[J]. Canadian Geotechnical Journal,2004,41(5):877-893.
[3] Yan S W,Chu J. Soil Improvement for a Storage Yard Using the Combined Vacuum and Fill Preloading Method[J]. Canadian Geotechnical Journal,2005,42(4):1094-1104.
[4] 雷学文,白世伟,孟庆山. 动力排水固结法的加固机理及工艺特征[J]. 岩土力学,2004,25(4):637-639. Lei Xuewen,Bai Shiwei,Meng Qingshan. Mechanism and Technology Characteristics of Dynamic Consolidation by Drainage[J]. Rock and Soil Mechanics,2004,25(4):637-639.
[5] Cai Y,Sun H,Shang Y,et al. An Investigation of Flow Characteristics in Slope Siphon Drains[J]. Journal of Zhejiang University:Series A:Applied Physics & Engineering,2014,15(1):22-30.
[6] Cai Y,Sun H,Shang Y,et al. Air Accumulation in High-Lift Siphon Hoses Under the Influence of Air Dissolution and Diffusion[J]. Journal of Zhejiang University:Series A:Applied Physics & Engineering,2015,16(9):760-768.
[7] Mei C,Liang X,Sun H,et al. High-Lift Siphon Flow Velocity in a 4-mm Siphon Hose[J]. Journal of Zhejiang University:Series A:Applied Physics & Engineering, 2017,18(6):487-495.
[8] 任姗姗,尚岳全,何婷婷,等. 边坡虹吸排水数值模拟方法及应用[J]. 岩石力学与工程学报,2013,32(10):2022-2027. Ren Shanshan,Shang Yuequan,He Tingting,et al. Numerical Simulation Method for Siphonic Drainage in Slope and Its Application[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(10):2022-2027.
[9] 孙红月,熊晓亮,尚岳全,等. 边坡虹吸排水管内空气积累原因及应对措施[J]. 吉林大学学报(地球科学版),2014,44(1):278-284. Sun Hongyue,Xiong Xiaoliang,Shang Yuequan,et al. Pipe Air Accumulation Causes and Its Control Method in Slope Siphon Drainage[J]. Journal of Jilin University (Earth Science Edition),2014,44(1):278-284.
[10] 熊晓亮,孙红月,张世华,等. 高扬程虹吸保障条件分析与合理管径选择数值模拟[J]. 吉林大学学报(地球科学版),2014,44(5):1595-1601. Xiong Xiaoliang,Sun Hongyue,Zhang Shihua,et al. Analysis of Condition of Ensuring High-Lift Siphon Drainage and Numerical Simulation of Choice of Optimum Diameter[J]. Journal of Jilin University (Earth Science Edition),2014,44(5):1595-1601.
[11] 张世华,孙红月,熊晓亮,等. 基于matlab的边坡虹吸排水渗流场分析[J]. 公路工程,2014,39(5):25-30. Zhang Shihua,Sun Hongyue,Xiong Xiaoliang,et al. Analysis of Slope Seepage Under Siphon Drainage Based on Matlab Method[J]. Highway Engineering,2014,39(5):25-30.
[12] Sun H,Wu G,Liang X,et al. Laboratory Modeling of Siphon Drainage Combined with Surcharge Loading Consolidation for Soft Ground Treatment[J]. Marine Georesources & Geotechnology,2017:36(8):940-949.
[13] 邓岳保. 竖井地基固结解析理论与有限元分析[D]. 杭州:浙江大学,2013. Deng Yuebao. Analytical Theory and Finite Element Analysis for Consolidation of Soft Soils by Vertical Drains[D]. Hangzhou:Zhejiang University,2013.
[14] 夏泰淳. 工程流体力学[M]. 上海:上海交通大学出版社,2006:78-99. Xia Taichun. Engineering Fluid Mechanics[M]. Shanghai:Shanghai Jiaotong Press,2006:78-99.
[15] 陈敏恒,丛德滋,方图南,等. 化工原理[M]. 北京:化学工业出版社,2006:143-149. Chen Minheng,Cong Dezi,Fang Tunan,et al. Principles of Chemical Engineering[M]. Beijing:Chemical Industry Press,2006:143-149.
[16] 吴宁,张琪,曲占庆. 固体颗粒在液体中沉降速度的计算方法评述[J]. 石油钻采工艺,2000,22(2):51-53. Wu Ning,Zhang Qi,Qu Zhanqing. Evaluation on Calculation Methods of Solid Particle Settling Velocity in Fluid[J]. Oil Drilling & Production Technology, 2000,22(2):51-53.
[17] 刘中良,施明恒,戴锅生. 固体颗粒在竖直向上管内流场中的运动规律[J]. 石油大学学报(自然科学版),1998,22(4):82-86. Liu Zhongliang,Shi Mingheng,Dai Guosheng. Numerical Simulation of Motion of a Solid Particle Up-Flowing Vertically at the Liquid Flow Field Inside the Tube[J]. Journal of the University of Petroleum, China (Edition of Natural Science), 1998,22(4):82-86.
[18] 夏建新,倪晋仁,黄家桢. 锰结核在垂直管路输送过程中的压力损失[J]. 泥沙研究,2002(2):23-28. Xia Jianxin,Ni Jinren,Huang Jiazhen. Pressure Loss in Solid-Liquid Flow with Coarse Manganese Nodules in Vertical Pipeline[J]. Journal of Sediment Research, 2002(2):23-28.
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