Free surface flow over square bars at intermediate relative submergence

被引:32
|
作者
McSherry, Richard [1 ]
Chua, Ken [1 ]
Stoesser, Thorsten [1 ]
Mulahasan, Saad [1 ]
机构
[1] Cardiff Univ, Sch Engn, Cardiff CF24 3AA, S Glam, Wales
基金
英国工程与自然科学研究理事会;
关键词
Hydraulic jump; hydraulic resistance; large-eddy simulation; relative submergence; LARGE-EDDY SIMULATION; OPEN-CHANNEL FLOW; TURBULENT-BOUNDARY-LAYER; DOUBLE-AVERAGING CONCEPT; BED OPEN-CHANNEL; OVERLAND FLOWS; SHEAR-FLOW; RESISTANCE; STRESS; STATISTICS;
D O I
10.1080/00221686.2017.1413601
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Results from large-eddy simulations and complementary flume experiments of turbulent open channel flows over bed-mounted square bars at intermediate submergence are presented. Scenarios with two bar spacings, corresponding to transitional and k-type roughness, and three flow rates, are investigated. Good agreement is observed between the simulations and the experiments in terms of mean free surface elevations and mean streamwise velocities. Contours of simulated time-averaged streamwise, streamfunction and turbulent kinetic energy are presented and these reveal the effect of the roughness geometry on the water surface response. The analysis of the vertical distribution of the streamwise velocity shows that in the lowest submergence cases no logarithmic layer is present, whereas in the higher submergence cases some evidence of such a layer is observed. For several of the flows moderate to significant water surface deformations are observed, including weak and/or undular hydraulic jumps which affect significantly to the overall streamwise momentum balance. Reynolds shear stress, form-induced stress and form drag are analysed with reference to the momentum balance to assess their contributions to the total hydraulic resistance of these flows. The results show that form-induced stresses are dominant at the water surface and can contribute significantly to the overall drag, but the total resistance in all cases is dominated by form drag due to the presence of the bars.
引用
收藏
页码:825 / 843
页数:19
相关论文
共 50 条
  • [31] Turbulent Free Surface Flow over a Gravel Bed
    Xie, Zhihua
    Lin, Binliang
    Falconer, Roger A.
    [J]. PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II, 2013, : 4880 - 4885
  • [32] FREE-SURFACE FLOW OVER AN OBSTRUCTION IN A CHANNEL
    VANDENBROECK, JM
    [J]. PHYSICS OF FLUIDS, 1987, 30 (08) : 2315 - 2317
  • [33] Free surface flow over permeable wavy bed
    Mizumura, K
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (09): : 955 - 962
  • [34] Simulation of a Free Surface Flow over a Vertical Weir
    Liu, Y. L.
    Bal, Y.
    [J]. ADVANCES IN CIVIL ENGINEERING II, PTS 1-4, 2013, 256-259 : 2616 - 2620
  • [35] Free-surface flow over a trapped bubble
    Blyth, M. G.
    Vanden-Broeck, J. -M.
    [J]. IMA JOURNAL OF APPLIED MATHEMATICS, 2008, 73 (05) : 803 - 814
  • [36] Effects of Submergence on Low and Moderate Reynolds Number Free-Surface Flow Around a Matrix of Cubes
    Ikram, Z.
    Avital, E. J.
    Williams, J. J. R.
    [J]. JOURNAL OF FLUIDS ENGINEERING-TRANSACTIONS OF THE ASME, 2016, 138 (05):
  • [37] Large Eddy Simulations of rough bed open channel flow with low submergence and free surface tracking
    McSherry, R.
    Chua, K.
    Stoesser, T.
    Falconer, R. A.
    [J]. RIVER FLOW 2016, 2016, : 85 - 90
  • [38] Experimental investigation of flow over a square cylinder with an attached splitter plate at intermediate reynolds number
    Chauhan, Manish Kumar
    Dutta, Sushanta
    More, Bhupendra Singh
    Gandhi, Bhupendra Kumar
    [J]. JOURNAL OF FLUIDS AND STRUCTURES, 2018, 76 : 319 - 335
  • [39] An Experimental Study of Turbulent Flow in the Vicinity of Transverse Square Bars
    Pokrajac, Dubravka
    [J]. IUTAM SYMPOSIUM ON THE PHYSICS OF WALL-BOUNDED TURBULENT FLOWS ON ROUGH WALLS, 2010, 22 : 21 - 26
  • [40] Structure of turbulent channel flow with square bars on one wall
    Leonardi, S
    Orlandi, P
    Djenidi, L
    Antonia, RA
    [J]. INTERNATIONAL JOURNAL OF HEAT AND FLUID FLOW, 2004, 25 (03) : 384 - 392