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河床结构强度及其与水流能量关系的定量研究 被引量:3

Quantified study on the riverbed structure intensity and its relationship with stream power
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摘要 山区河流在长期河床演变过程中常发育一定的河床结构,其分布与环境条件之间存在密切关系。本文设计使用了河床结构的精确定量描述方法,在天然河流测量工作的基础上,对河床结构的发育分布规律进行了研究。经统计发现,动力平衡条件下河床结构强度Sp值与其消耗的单宽水流能量p成正比。这反映出河床结构强度的分布主要与水力条件相关。若河道中河床结构不足以消耗水流能量,则河流不平衡,多余的能量将侵蚀冲刷床面。此外,还探讨了包含推移质在内的统一耗能模型。 Streambed structures were developed in many mountain rivers as a result of fluvial morphology and their distributions were relevant with environmental conditions.This paper used a new accurate method and studied the distributions of such structures based on the field data of natural rivers.The results indicate that for a river in dynamic equilibrium,the intensity Sp of its streambed structures is proportional to its unit width stream power p consumed by the structures.This means that the distributions are relevant to hydraulic conditions.If the structures are not able to consume up the total power p,the river is in non-equilibrium status and its excess power will cause erosion of streambed.The unified power consumption model including bedload movement was also discussed in this paper.
出处 《水力发电学报》 EI CSCD 北大核心 2011年第5期114-118,138,共6页 Journal of Hydroelectric Engineering
基金 国家自然科学基金(51009096 41001008) 南京水利科学研究院院基金(Y210003)
关键词 河流泥沙工程学 河床结构 水流能量 平衡 侵蚀 river sedimentation engineering riverbed structures stream power equilibrium erosion
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参考文献9

  • 1Wang Z Y, Melching C S, Duan X H, et al. Ecological and hydraulic studies of step-pool system [ J ]. Journal of Hydraulic Engineering, ASCE, 2008, 130(7) : 792 - 800.
  • 2Montgomery D R, Buffington J M, Smith R D, et al. Pool spacing in forest channels [ J]. Water Resources Research, 1995, 31 : 1097 - 1105.
  • 3Chartrand S M, Whiting P J. Alluvial architecture in headwater streams with special emphasis on step-pool topography [ J]. Earth Surface Processes and Landforms, 2000, 25:583 N 600.
  • 4Abrahams A D, Li G and Atklnson J F. Step-pool stream: Adjustment to maximum flow resistance [ J]. Water Resources Research, 1995, 31(10): 2593 -2602.
  • 5Zhao-YinWANG,JiangXU,ChangzhiLI.DEVELOPMENT OF STEP-POOL SEQUENCE AND ITS EFFECTS IN RESISTANCE AND STREAM BED STABILITY[J].International Journal of Sediment Research,2004,19(3):161-171. 被引量:18
  • 6Nickolotsky A, Pavlowsky R T. Morphology of step-pools in a wilderness headwater stream: The importance of standardizing geomorphic measurements [ J]. Geomorphology, 2007, 83 : 294 - 306.
  • 7Song V and Chiew Y M. Effect of bed-load movement on flow resistace [ A ]. Proceedings of the 27th Congress of the IAHR [ C ]. 1997 : 1233 - 1238.
  • 8余国安,王兆印,张康,刘怀湘.应用人工阶梯-深潭治理下切河流——吊嘎河的尝试[J].水力发电学报,2008,27(1):85-89. 被引量:21
  • 9余国安.河床结构对推移质运动及下切河流影响的试验研究[D].北京:清华大学,2008.

二级参考文献7

  • 1Zhao-YinWANG,JiangXU,ChangzhiLI.DEVELOPMENT OF STEP-POOL SEQUENCE AND ITS EFFECTS IN RESISTANCE AND STREAM BED STABILITY[J].International Journal of Sediment Research,2004,19(3):161-171. 被引量:18
  • 2王兆印,程东升,何易平,王洪铸.西南山区河流阶梯—深潭系统的生态学作用[J].地球科学进展,2006,21(4):409-416. 被引量:37
  • 3Whittaker J G, Martin N R Jaeggi. Origin of step-pool system in mountain streams [J]. Journal of Hydraulic Division. ASCE, 1982,108:758- 773.
  • 4Grant G, Swanson F J, Wolman M G. Pattern and origin of stepped-bed morphology in high-gradient streams, western Caseades, Oregon [ J]. Geological Society American Bulletin, 1990,102 : 340-352.
  • 5Abrahams A D, Li G, Atkinson J F.Step-pool stream:Adjustment to maximum flow resistance [J] .Water Resources Research, 1995,31 (10) : 2593 -2602.
  • 6Anne Chin. The morphologic structure of step-pool in mountain streams [ J]. Geomorphology, 1999,27 : 191 - 204.
  • 7Smith M J, Kay W R, Edward D H D, et al. AusRivAS : Using macro-invertebrates to assess ecological condition of rivers in Western Australia [ J ]. Freshwater Biology, 1999,41 : 269- 282.

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