Affected by geology and fluvial process, rivers in mountain area are featured with alternated wide and narrow channels. In this research, river model with wide and narrow alternated channels with varying width ratio was established through flume model test. The flow velocity in the upstream section was measured, and the rule of velocity variation was analyzed in comparison with uniform flow, hence obtaining the frictional velocity. Results reveal that velocity distribution in the upstream far from the wide and narrow alternated channel is in line with logarithmic distribution in general, but does not follow logarithmic distribution near the contraction segment; whereas in the wide and narrow alternated channel, the transverse flow velocity distribution conforms with exponential distribution. Moreover, the coefficient of transverse velocity distribution and the frictional velocity change regularly, and are related with the ratio of width and the distance from contraction segment.
Key words
wide and narrow alternated channels /
ratio of width /
flow characteristics /
frictional velocity /
logarithmic distribution /
transverse velocity distribution
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] LUCY C,QUINE T A,NICHOLAS A.An Experimental Investigation of Autogenic Behavior During Alluvial Fan Evolution[J].Geomorphology,2010,115(3/4) : 278-285.
[2] SINGHA A,BALACHANDAR R.Structure of Wake of a Sharp-edged Bluff Body in a Shallow Channel Flow[J].Journal of Fluids and Structures,2011,27(2):233-249.
[3] ARMELLINI A, CASARSA L, GIANNATTASIO P.Separated Flow Structures Around a Cylindrical Obstacle in a Narrow Channel[J].Experimental Thermal and Fluid Science,2009,33(4) :604-619.
[4] PAIEMENT-PARADIS G,MARQUIS G.Effects of Turbulence on the Transport of Individual Particles as Bedload in a Gravel-bed River[J].Earth Surface Processes and Landforms,2011,36(1) : 107-116.
[5] 闫旭锋,易子靖,刘同宦,等.渐变河道水流结构及局部水头损失特性分析[J].长江科学院院报,2011,28(9): 1-5.
[6] 刘春晶, 李丹勋, 王兴奎. 明渠均匀流的摩阻流速及流速分布[J]. 水利学报, 2005, 36(8):950-955.
[7] TU H. Velocity Distribution in Unsteady Flow over Gravel Beds[D]. Lausanne, Switzerland: EPFL,1991.
[8] SONG T, LEMMIN U, GRAF W H. Uniform-Flow in Open Channels with Movable Gravel-Bed[J]. Journal of Hydraulic Research,1994, 32(6): 861-876.
[9] WESTPHAL J A,THOMPSON D B,STEVENS G T, et al . Stage-discharge Relations on the Middle Mississippi River[J]. Journal of Water Resources Planning and Management, 1996, 125(1): 48-53.