期刊文献+

粉沙质海岸的界定及其泥沙运动特点 被引量:5

Definition of silt-sandy beach and its characteristics of sediment movement
下载PDF
导出
摘要 将床沙中值粒径d50=0.131~01125mm和d40>0.031mm的海岸定义为粉沙质海岸,指出粉沙质海岸泥沙运动的特点为:泥沙活跃,易悬易沉,运移型态为悬移质和推移质共存,易发生强淤或骤淤。 A definition of silt-sandy beach has been defined as 0.1031 mm〈d50〈0.125mm and d40〉0.031 mm, where the characteristics of sediment movement are described as active sediment movement, easy initial movement of sand, coexistence of suspended load and bed load, as well as strong siltation and sudden siltation.
出处 《水运工程》 北大核心 2009年第1期108-111,共4页 Port & Waterway Engineering
关键词 粉沙质海岸 航道回淤 强淤 骤淤 silt-sandy beach back-silting of channel strong siltation sudden siltation
  • 相关文献

参考文献4

  • 1港口工程技术规范(1987)[M].北京:人民交通出版社,1988.
  • 2JTJ 213-1998. 海港水文规范[S].
  • 3曹祖德,李蓓,孔令双.波、流共存时的水体挟沙力[J].水道港口,2001,22(4):151-155. 被引量:59
  • 4曹祖德,侯志强.粉沙质海岸泥沙运动统计概化模型[R].天津:交通部天津水运工程科学研究所,2002,

二级参考文献16

  • 1JTJ213-98(1998),海港水文规范[S].
  • 2Bijker,E.W.,The increase of bed shear in a current due to wav e motion[A].Proc.10thconf.Coastal Eng[C].ASCE,1966,Vol.1:746-765.
  • 3Grant,W.D.and Madsen,O.S., Combines wave and current interac tion with a roughbottom[J].Journal of Geophysical Research,1979,Vol.84(4):1 997-1808.
  • 4Tanaka,H.and Shuto,N.,Friction coefficient for a wave-curren t coexistentsystem[J].Coastal Eng.in Japan,1981,Vol.24:105-128.
  • 5Tanaka,H.and Shuto,N.,Friction laws and flow regime under wave and currentmotion[J].Journal of Hydraulic Research,1984,Vol.22(4):245-261.
  • 6Trowbridge,J.and Madsen,O.S.,Turbulent wave boundary layers, Ⅰ,Ⅱ[J].Journal ofGeophy.Resrarch,1984,Vol.89(5):989-1007.
  • 7O' Connor,B.A.and Yoo,D.,Mean bed friction of combined wave-c urrentflow[J].Coastal Eng.,1988,Vol. 12:1-21.
  • 8Myrhaug,D.and Slaateelid,O.H.,Combined wave and current bounda ry layer model forfixed rough seabeds[J].Ocean Eng.,1989,Vol.6:119-142.
  • 9Myrhaug,D.and Slaattelid,O.H.A.,Rational approach to wave-cur rrent frictioncoefficients for rough, smooth and transitional turbulent flow[ J].CoastalEng.,1990,Vol.11:265-293.
  • 10Malarley,J.and Daives, A. G., Modeling wave-current interac tion in high turbulentbottom boundary layers[J].Ocean Eng.,1998,Vol.25:119 -141.

共引文献142

同被引文献47

引证文献5

二级引证文献14

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