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COUPLING EFFECT OF SEEPAGE FLOW AND RIVER FLOW ON THE BANK FAILURE
Authors:NING Bo College of Water Conservancy  Hydropower Engineering  Hohai University  Nanjing  China Nanjing Hydraulic Research Institute  Nanjing  China  WU Shi-qiang  TAN Ye-fei  XIE Xing-hua  YAN Jun Nanjing Hydraulic Research Institute  China YAN Zhong-min College of Water Conservancy  Hydropower Engineering  China GENG Yan-qiong Lian Yungang Technical College  Lian Yungang
Affiliation:NING Bo College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China Nanjing Hydraulic Research Institute,Nanjing 210029,China,WU Shi-qiang,TAN Ye-fei,XIE Xing-hua,YAN Jun Nanjing Hydraulic Research Institute,China YAN Zhong-min College of Water Conservancy and Hydropower Engineering,China GENG Yan-qiong Lian Yungang Technical College,Lian Yungang 222000
Abstract:On the basis of the generalized physical model of the riverbank, the experiments were conducted to study the mechanisms of riverbank failure under the coupling effect of seepage flow and river flow. The experimental setup was specially designed, as well as test point location, parameters and procedures, and the main influencing factors were analyzed affecting riverbank failure based on the failure types, the variations of pore water pressure and soil displacement. The results indicated that the coupling eff...
Keywords:bank failure  seepage flow  river flow  physical model test  
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