In line with demarcation theory and threshhold size, 10 groups of demarcating grain sizes of alluvial river sediment with threshhold sizes from maximum 2.0 mm to minimum 0.001 mm are summarized for the first time, and the features and pedigrees of the 10-group demarcating grain sizes are given. The 10 groups involve sediment classification, settling velocity of spheric particle, mono-mineral sediment, clay and suspensoid sol, sediment flocculation, sediment thixotropy, initial dry density, initial sand-wave, bed-load and suspended-load, bed-material-load and wash-load. The essential core of the 10-group demarcating grain-sizes lies in the demarcation between coarse sand and fine sand. By means of attribute-based classification method, the 10-group demarcating grain-sizes can be divided into 3 types: typeⅠ, mainly dominated by sediment features; typeⅡ, relying on features of sediment and flow; and type Ⅲ, depending on features of sediment, flow and fluvial processes. Meanwhile, according to ascertainty-based classification method, the 10 groups can also be divided into 3 classes: class A with definite demarcating meaning and explicit threshhold size; class C with less definite demarcating meaning or less explicit threshhold size; and class B, which is between class A and class C. Finally, issues and further researches associated with demarcating grain sizes of river sediment, such as division between coarse sand and fine sand, relationship between demarcating grain size and critical velocity, and relationship between settling velocity of sediment and incipient velocity of flow, are introduced.The research has helped to improve the systematicness and importance of demarcating grain-size of river sediment and to establish intertink between sediment micro-feature and river macro-feature.
Key words
river sediment /
demarcating grain size /
threshold size /
critical velocity /
fluvial processes
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References
[1] 钱 宁,万兆惠. 泥沙运动力学[M] . 北京:科学出版社,1983.
[2] SCHUMM S A. The Fluvial System[M] . USA: The Blackburn Press, 1977.
[3] 钱 宁,张 仁,周志德. 河床演变学[M] . 北京:科学出版社,1987.
[4] STOKES G G. On the Effect of the Internal Friction of Fluids on the Motion of Pendulums[J] . Transactions of the Cambridge Philosophical Society, 1851, 9(2): 8-106.
[5] WILLIAM L. Classification and Selected Bibliography of the Surface Textures of Sedimentary Fragments[R] .U.S.: Nat. Res. Council, 1937:114-128.
[6] 北京地质学院. 土质学[M] . 北京:中国工业出版社,1961.
[7] MIGNIOT C. 不同的极细沙(淤泥质)物理性质的研究及其在水动力作用下的性质[R] . 丁联臻,译.北京:北京电力设计院,1977.
[8] 韩其为,王玉成,向熙珑. 淤积物的初期干容重[J] . 泥沙研究,1981,(1):1-13.
[9] 董耀华. 输沙量法与地形法估算河道冲淤量的对比研究[J] . raybet体育在线
院报,2009,26(8):1-5.
[10] 董耀华,汪秀丽,编译. 工程泥沙学概论[J] .水利电力科技,2011,37(1):1-15.
[11] ENGELUND F, HANSEN E. A Monograph on Sediment Transport in Alluvial Streams[M] . Revised Edition. Copenhagen,Denmark: Teknisk Forlag, 1972.
[12] HILL H M, ROBINSON A J, SRINIVASSA V S. On the Occurrence of Bed-Forms in Alluvial Channels[C] ∥Proceedings of the 14th Congress of the International Association for Hydraulic Research, Paris. August 29, 1971:100-391.
[13] PARTHENIADES E. Unified View of Wash Load and Bed Material Load[J] . Journal of the Hydraulics Division: Proceedings of the American Society of Civil Engineers, 1977,103(9):1037-1058.
[14] BAGNOLD R A. The Physics of Blown Sand and Desert Dunes[M] . London: Methuen & Co.,1941.
[15] YANG Chilh-ted. Incipient Motion and Sediment Transport[J] . Journal of the Hydraulics Division: Proceedings of the American Society of Civil Engineers,1973, 99(10):1679-1704.