期刊文献+

河岸冲刷与崩岸类型研究综述 被引量:1

在线阅读 下载PDF
导出
摘要 综述了河岸冲刷与崩岸类型及特征;河岸冲刷系河岸表面泥沙在水流拖曳力作用下被冲蚀输移的水力学现象,崩岸是指河岸块体发生崩塌或者滑坡的土力学过程;河岸冲刷并非一定伴随着整个河段的冲淤变化,然而河道冲淤则可能会加剧河岸冲刷与崩岸程度;蜿蜒型河道在迁移过程中最容易发生河岸冲刷与崩岸。
机构地区 长江科学院
出处 《水利电力科技》 2012年第4期17-25,共9页 Water Resources and Electric Power
  • 相关文献

参考文献8

  • 1GERALD C. NANSON, EDWARD. J. HICKIN. A statistical analysis of bank erosion and channel migration in Western Canada[J]. Bulletin Geological Society of America, 1986, 97 (8).
  • 2D.S.Biedenharn, P.G. Combs, CLJ. Hill, C.E Pinkard, C.B. Pinkston. Relationship Betw een Channel Migration and Radius of Curvature on the Red River[C]//Proceedings of the International Symposium on Sediment Transport Modeling, American Society of Civil En gineers, Hydraulics Division, New Orleans, LA . 1989.
  • 3C.R.Thorne. Process and mechanisms of river bank erosion[M]//D. Hey, J.C. Bathurst, C.R. Thome (Eds.). Gravel bed rivers: Fluvial processes, engineering and management, Wiley, Chichester, 1982.
  • 4C.R.Thome, S.R.Abt. Velocity and scour prediction in river bends[R]. Contract ReportHL-93-1, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi 391 80, 1993.
  • 5长江流域规划办公室荆江河床实验站.荆江护岸河段河床演变分析[C]//长江水利水电科学研究院.长江中下游护岸工程经验选编.北京:科学出版社,1978:98-120.
  • 6张幸农,蒋传丰,应强,陈长英.江河崩岸问题研究综述[J].水利水电科技进展,2008,28(3):80-83. 被引量:29
  • 7余明辉,窦身堂.河道崩岸机理研究[C]//纪念98抗洪十周年学术研讨会论文集.郑州:黄河水利出版社,2008:43-52.
  • 8Chester C.Watson, David S. Biedenharn,, and Colin R.Thorne. Demonstration. Erosion Control Desig.n Manual[S].. U.S. Army Engineering Research and Development Center, Vicksburg, MS, September. 1999.

二级参考文献36

  • 1夏军强,袁欣,王光谦.冲积河道冲刷过程中横向展宽的初步模拟[J].泥沙研究,2000,25(6):16-24. 被引量:14
  • 2金腊华,王南海,傅琼华.长江马湖堤崩岸形态及影响因素的初步分析[J].泥沙研究,1998,23(2):67-71. 被引量:21
  • 3黄本胜,李思平,邱静,等.冲积河流岸坡的稳定性计算模型初步研究[M]//李义天.河流模拟理论与实践.武汉:武汉水利电力大学出版社,1998:50-55.
  • 4FRYDMAN S, BEASLEY D H. Centrifugal modelling of riverbank failure[J]. Journal of the Geotechnical Engineering Division, 1976,102(5) :395-409.
  • 5TORREY V H Ⅲ, DUNBAR J B, PETERSON R W. Progressive failure in sand deposits of the Mississippi River, field investigations, laboratory studies and analysis of the hypothesized failure mechanism[ R]. Corps of Engineers, USA: Deoartment of the Army Waterway Experiment Station,1988.
  • 6OSMAN A M, THORNE C R. Riverbank stability analysis: Ⅰ theory[J]. Journal of Hydraulic Engineering, 1988,114 (2) : 134 -150.
  • 7OSMAN A M, THORNE C R. Riverbank stability analysis: Ⅱ applications[J]. Journal of Hydraulic Engineering, 1988, 114 (2) : 151-172.
  • 8DARBY S E, THORNE C R. Development and testing of riverbank-stability[J] .Journal of Hydraulic Engineering, 1996, 122(8) : 1052-1053.
  • 9DARBY S E,THORNE C R,SIMON A.Numerical simulation of widening and bed deformation of straight sand-bed rivers: I model develotxnent [ J ]. Journal of Hydraulic Engineering, 1996,122(4) : 184-193.
  • 10DARBY S E,THORNE C R,SIMON A.Numerical simulation of widening and bed deformation of straight sand-bed rivers: Ⅱ model evaluation [ J ]. Journal of Hydraulic Engineering, 1996, 122(4) : 194-202.

共引文献30

同被引文献10

引证文献1

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部