Open Access
Issue
MATEC Web Conf.
Volume 246, 2018
2018 International Symposium on Water System Operations (ISWSO 2018)
Article Number 01021
Number of page(s) 6
Section Main Session: Water System Operations
DOI https://doi.org/10.1051/matecconf/201824601021
Published online 07 December 2018
  1. Xie Jianheng. River bed evolution and regulation[M]. Beijing: China Water Power Press, 1989. [Google Scholar]
  2. Jia Dongdong, Zhang Xingnong, Ying Qiang, et al. Preliminary study on the analytical model for slide collapse of riverbanks[J]. Advances in Water Science, 2011, 22(6): 813-817. [Google Scholar]
  3. Duan Jinxi, Duan Wenzhong, et al. Bank collapse and stability analysis[J]. Journal of Wuhan University: Engineering Edition, 2004, 37(6): 17-21. [Google Scholar]
  4. Yu Minghui, Wei Hongyan, Liang Yanjie, et al. Study on the stability of non-cohesive river bank[J]. International Journal of Sediment Research, 2010, 25(4): 391-398. [CrossRef] [Google Scholar]
  5. Zhang Xingnong, Ying Qiang, Chen Changying, et al. Generalized model study on mechanism of riverbank failure[J]. Journal of Hydraulic Engineering, 2009, 40(3): 263-267. [Google Scholar]
  6. Davis L, Harden C P. Factors contributing to bank stability in channelized, alluvial streams[J]. River Research and Applications, 2012, 30 (1): 71-80. [CrossRef] [Google Scholar]
  7. Yu Minghui, Duan Wenzhong, Dou Shentang. Study on the mechanism of river bank collapse[J]. Outstanding Anthology of the Symposium on the 10 anniversary of the 98 floods, 2008. [Google Scholar]
  8. Wang Yangui. Mechanism and analysis mode of sinking failures of river banks[J]. Advances in Science and Technology of Water Resources, 2013, 33(5): 21-25. [Google Scholar]
  9. Yu Wenchou, Lu Jinyou. Bank collapse and Revetment in the Yangtze River[M]. Beijing: China Water Power Press, 2008. [Google Scholar]
  10. Xia J Q, Zong Q L, Zhang Y, et al. Recent adjustment in reach-scale bankfull channel geometry of the Jingjiang reach owing to human activities[J]. Science China Technological Sciences, 2014, 57(8): 1490-1499. [CrossRef] [Google Scholar]
  11. Deng Shanshan, Xia Junqiang, Li Jie, et al. Influence of the variation of in-channel water levels on the riverbank stability in the Upper Jingjiang Reach[J]. Journal of Hydraulic Engineering, 2015, 46(7): 844-852. [Google Scholar]
  12. Zhang Xingnong, Chen Changying, JIA Dongdong, et al. Mechanisms of gradual riverbank collapses and simulation study[J]. Advances in Water Science, 2014, 25 (2): 246-252. [Google Scholar]
  13. Tang Jinwu, Deng Jinyun, You Xingying, et al. Prediction method for bank collapse of middle and lower Yangtze River[J]. Journal of Sichuan University(Engineering Science Edition), 2012, 44(1): 75-81. [Google Scholar]
  14. Shen Ting, Li Guoying, Zhang Xingnong. Numerical analysis of bank failure under lateral erosion[J]. Rock and Soil Mechanics, 2005, (5): 260-263. [Google Scholar]
  15. Nagata N, Hosoda T, Muramoto Y. Numerical analysis of river channel processes with bank erosion[J]. Journal of Hydraulic Engineering, ASCE, 2000, 126(4): 243-252. [CrossRef] [Google Scholar]
  16. Darby S E, Thorne C R. Development and testing of river bank-stability analysis [J]. Journal of Hydraulic Engineering, ASCE, 1995, 122(8): 443-454. [CrossRef] [Google Scholar]
  17. Yu Minghui, Guo Xiao. Experimental study on the interaction between the hydraulic transport of failed bank soil and near-bank bed evolution[J]. Advances in Water Science, 2014, 25(5): 677-683. [Google Scholar]
  18. Simon A, Curini A, Darby S E, et al. Bank and near-bank processes in an incised channel[J]. Geomorphology, 2000, 35: 193-217. [CrossRef] [Google Scholar]
  19. Xia J Q, Wu B S, Wang Y P, et al. An analysis of soil composition and mechanical properties of riverbanks in a braided reach of the Lower Yellow River[J]. Chinese Science Bulletin, 2008, 53(15): 2400-2409. [Google Scholar]
  20. Wang Yangui, Kuang Shangfu. Critical height of bank collapse[J]. Journal of Hydraulic Engineering, 2007, 38(10): 1158-1165. [Google Scholar]
  21. Yue Hongyan, Yu Wenchou. Bank collapse mechanism of Yangtze river[J]. Yangtze River, 2002, 33(8): 20-22. [Google Scholar]
  22. Darby S E, Thorne C R. Development and testing of river bank-stability analysis[J]. Journal of Hydraulic Engineering, ASCE, 1995, 122(8): 443-454. [CrossRef] [Google Scholar]
  23. Fukuoka S. The mechanism of natural bank erosion[J]. Express Water Resources and Hydropower Information, 1996(2): 29-34. [Google Scholar]
  24. Osman A M, Thorne C R. River bank stability analysis(I): Theory[J]. Journal of Hydraulic Engineering, ASCE, 1998, 114(2): 134-150. [CrossRef] [Google Scholar]
  25. Thorne C R, Osman A M. River bank stability analysis(II): Application[J]. Journal of Hydraulic Engineering, ASCE, 1998, 114(2): 151-172. [CrossRef] [Google Scholar]
  26. Uang Bensheng, Bai Yuchuan, Wan Yanchun. Model for dilapidation mechanism of riverbank[J]. Journal of Hydraulic Engineering, 2002(9): 49-54, 60. [Google Scholar]
  27. Wang Yangui. Theoretical analysis and experimental study on the collapse mechanism of alluvial river bank beach[D]. Beijing: China Institute of Water Conservancy and hydropower science, 2003. [Google Scholar]
  28. Sun Jichao, Wang Guangqian. Erosion-induced stability of the bank embankment decay[J]. Journal of Tsinghua University: Natural Science Edition, 2010, 50(9): 1346-1349. [Google Scholar]
  29. Zong Quanli, Xia Jun Qiang, et al. Modeling of the Composite Bank Failure Process Using BSTEM[J]. Journal of Sichuan University: Engineering Science Edition, 2013 (3):69-78. [Google Scholar]
  30. Zong Quanli, Xia Jun Qiang, Xu Quanxi, et al. Soil composition analysis and slope stability calculation for riverbanks in the upper Jingjiang reach[J]. Journal of Hydroelectric Engineering, 2014, 33 (2): 168-178. [Google Scholar]
  31. Simon A, Pollen-Bankhead N, Machacek V. Quantifying reductions of massfailure frequency and sediment loadings from stream banks using toe protection and other means: Lake Tahoe, United States[J]. Journal of the American Water Resources Association, 2009, 45(1): 170-186. [CrossRef] [Google Scholar]
  32. Davis L, Harden C P. Factors contributing to bank stability in channelized, alluvial streams[J]. River Research and Applications, 2012, 30 (1): 71-80. [CrossRef] [Google Scholar]
  33. Stefano D, Massimo R. Mechanisms of riverbank failure along the Arno River, Central Italy[J]. Earth Surface Process and Landforms, 2003, 28(12): 1303-1323. [CrossRef] [Google Scholar]
  34. Zhang Xingnong, Jiang Chuanfeng, Chen Changying, etc. Influencing factors for bank collapse in fluvial rivers[J]. Journal of Hohai University, 2009, 37(1): 36-40. [Google Scholar]
  35. Jamieson E C, Rennie C D, Townsend R D. Turbulence and vorticity in a laboratory channel bend at equilibrium clear-water scour with and without stream barbs[J]. Journal of Hydraulic Engineering, ASCE, 2012, 139 (3): 259-268. [CrossRef] [Google Scholar]
  36. Papanicolaou A N, Elhakeem M, Hilldale R. Secondary current effects on cohesive river bank erosion[J]. Water Resource Research, 2007, 43 (12): W12418. [CrossRef] [Google Scholar]
  37. Xia Junqiang, Zong Quanli, et al. Soil Characteristics of original structure and bank collapse mechanism in lower of Jingjiang[J]. Advances in Water Science, 2013, 24(6): 810-820. [Google Scholar]
  38. Nardi D, Rinaldi M, SOLARI L. An experimental investigation on mass failures occurring in a riverbank composed of sandy gravel[J]. Geomorphology, 2012, 163/164: 56-59. [CrossRef] [Google Scholar]
  39. Nagata N, Hosoda T, Mu R Amoto Y. Numerical analysis of river channel processes with bank erosion[J]. Journal of Hydraulic Engineering, ASCE, 2000, 126 (4): 243-252. [CrossRef] [Google Scholar]
  40. Darby S E, Trieu H Q, Carling P A, et al. A physically based model to predict hydraulic erosion of fine-grained riverbanks: the role of form roughness in limiting erosion[J]. Journal of Geophysical Research, 2010, 115 (F4): F04003. [CrossRef] [Google Scholar]
  41. Jia Dongdong, Hei Pengfei, Shao Xuejun, et al. Numerical simulation of bank erosion processes with composite materials and variations in flow structure[J]. Advances in Water Science, 2014, 25(1): 83-89. [Google Scholar]
  42. Chen D, Jennifer G D. Case study: twodimensional model simulation of channel migration processes in West Jordan River, Utah[J]. Journal of Hydraulic Engineering, ASCE, 2008, 134: 315-327. [CrossRef] [Google Scholar]
  43. Xia Junqiang, Zong Quanli, Xu Quanxi, et al. Soil properties and erosion mechanisms of composite riverbanks in Lower Jingjiang Reach[J]. Advances in Water Science, 2013, 24(6): 810-820. [Google Scholar]
  44. Yue Hongyan, Yao Shiming, et al. Experimental Study on Mechanism of Binary Riverbank Collapse [J]. Journal of Yangtze River Scientific Research Institute, 2014, 31(4): 26-30. [Google Scholar]
  45. Yu Minghui, Chen Xi, et al. Experimental of the influence of different near-bank riverbed compositions on bank failure[J]. Advances in Water Science, 2016, 27(2): 176-185. [Google Scholar]
  46. Yu Wenchou. River Boundary Conditions of Mechanism of Bank Failure in Middle and Lower Reaches of Changjiang River[J]. Journal of Yangtze River Scientific Research Institute, 2008, 25(1): 8-11. [Google Scholar]
  47. Yu Minghui, Shen Kang, et al. An experimental study of interaction between bank collapse and river bed evolution[J]. Advances in Water Science, 2013, 24(5): 675-682. [Google Scholar]
  48. Feng Yu, Yu Minghui, et al. Study on interaction between non-viscous bank collapse and river bed deformation[J]. Journal of Hydroelectric Engineering, 2013, 32(4): 120-125. [Google Scholar]
  49. Wu Songbai, Yu Minghui. Experimental study on bank failure process and interaction with riverbed deformation due to fluvial hydraulic force[J]. Journal of Hydraulic Engineering, 2014, 45(6): 649-657. [Google Scholar]
  50. Li Guomin, Yu Minghui, Chen Xi, et al. Experimental study on the interaction between bank collapse and riverbed evolution of homogeneous soil[J]. Advances in Water Science, 2015, 26(1): 66-73. [Google Scholar]
  51. Hu Chengwei, Yu Minghui, Wei Hongyan, et al. Experimental study of the influence of bank conditions on bank failure and interaction with riverbed deformation during scouring process[J]. Advanced Engineering Sciences, 2017, 49(2): 77-85. [Google Scholar]
  52. Sahoo D, Misra D, Borah D K, et al. Stream bank erosion contributions to sediment loads in Jordan Creek: DWSM-BE based assessment[R]. Alaska: International Symposium on Erosion and Landscape Evolution, 2011: 739-745. [Google Scholar]
  53. Xiao Yi, Shao Xuejun, Zhou Gang, et al. Numerical simulation of river morphology considering the influence and deformation of riparian vegetation[J]. Journal of Hydroelectric power, 2012(36): 149-153. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.