A series of lock-exchange experiments are carried out to study effects of vegetation density and height for short vegetation canopies on gravity current motions. A high-speed camera is applied to acquire the evolution process of the gravity currents, and a particle image velocimetry system is used to investigate the microstructures of gravity currents. Experimental results show that when the gravity current flows through short vegetation canopies, the gravity currents profile will be in the shape of classic ellipse or a well-defined triangle. Movement process is divided into slumping phase and self-similar phase. Furthermore, vegetation canopies can significantly promote the transition of gravity currents from slumping phase into self-similar phase, but cannot influence the current front velocity during the slumping phase. As the non-dimensional vegetation height (the ratio of vegetation height to water depth) is 0.21 with the vegetation density being 18.0%, the gravity current flows along the upper edge of vegetation and within vegetation at the same time. Since the current density on the top of vegetation is larger than that within vegetation, the Rayleigh-Taylor instability occurs. In addition, the entrainment coefficient of gravity current within vegetation decreases as the current moves further, and it is smaller than that without vegetation. When the density current moves into the submerged vegetation, some current climbs on the top of the vegetation where a new “bottom boundary” for gravity current is formed and negative vorticity is produced. In the upper boundary of the current, the current keeps mixing with the ambient fluid and induces the positive vorticity. The results also suggest that vegetation reduces the current speed as well as the strength of positive vorticity, and the vegetation density is proportional to the reduction degree of the positive vorticity.
XIONG Jie,YUAN Yeping,LIN Yingdian
. Effects of Submerged and Emergent Rigid Short Vegetation
Canopies on Gravity Current Dynamics[J]. Journal of Shanghai Jiaotong University, 2020
, 54(3)
: 285
-294
.
DOI: 10.16183/j.cnki.jsjtu.2020.03.008
[1]张瑞瑾. 河流泥沙动力学[M]. 二版.北京: 中国水利水电出版社, 1998.
ZHANG Ruijin. River sediment dynamics[M]. 2nd ed. Beijing: China Water & Power Press, 1998.
[2]UNGARISH M. An introduction to gravity currents and intrusions[M]. Boca Raton, USA: CRC Press, 2009.
[3]贺治国, 林挺, 赵亮, 等. 异重流在层结与非层结水体中沿斜坡运动的实验研究[J]. 中国科学: 技术科学, 2016, 46(6): 570-578.
HE Zhiguo, LIN Ting, ZHAO Liang, et al. Experiments on gravity currents down a ramp in unstratified and linearly stratified salt water environments[J]. Scientia Sinica (Technological), 2016, 46(6): 570-578.
[4]TESTIK F Y, YILMAZ N A. Anatomy and propagation dynamics of continuous-flux release bottom gravity currents through emergent aquatic vegetation[J]. Physics of Fluids, 2015, 27(5): 056603.
[5]SIMPSON J E. Gravity currents in the environment and the laboratory[M]. Cambridge, UK: Cambridge University Press, 1999.
[6]LI G, WANG X, ZHAO X, et al. Flexible and rigid vegetation in overland flow resistance[J]. Transactions of the ASABE, 2013, 56(3): 919-926.
[7]TANINO Y, NEPF H M. Laboratory investigation of mean drag in a random array of rigid, emergent cylinders[J]. Journal of Hydraulic Engineering, 2008, 134(1): 34-41.
[8]TANINO Y, NEPF H M, KULIS P S. Gravity currents in aquatic canopies[J]. Water Resources Research, 2005, 41(12): W12402.
[9]ZHENG Z, GUO B, CHRISTOV I C, et al. Flow regimes for fluid injection into a confined porous medium[J]. Journal of Fluid Mechanics, 2015, 767: 881-909.
[10]ZHANG X Y, NEPF H M. Density-driven exchange flow between open water and an aquatic canopy[J]. Water Resources Research, 2008, 44(8): W08417.
[11]CENEDESE C, NOKES R, HYATT J. Lock-exchange gravity currents over rough bottoms[J]. Environmental Fluid Mechanics, 2018, 18(1): 59-73.
[12]ZHOU J, CENEDESE C, WILLIAMS T, et al. On the propagation of gravity currents over and through a submerged array of circular cylinders[J]. Journal of Fluid Mechanics, 2017, 831: 394-417.
[13]范家骅. 异重流与泥沙工程实验与设计[M]. 北京: 中国水利水电出版社, 2011.
FAN Jiahua. Experiment and design of gravity flow and sediment engineering[M]. Beijing: China Water & Power Press, 2011.
[14]SHIN J O, DALZIEL S B, LINDEN P F. Gravity currents produced by lock exchange[J]. Journal of Fluid Mechanics, 2004, 521: 1-34.
[15]BENJAMIN T B. Gravity currents and related phenomena[J]. Journal of Fluid Mechanics, 1968, 31(2): 209-248.
[16]HUPPERT H E, NEUFELD J A, STRANDKVIST C. The competition between gravity and flow focusing in two-layered porous media[J]. Journal of Fluid Mechanics, 2013, 720: 5-14.
[17]彭明. 开闸式异重流的流动结构和颗粒输运的实验研究[D].北京: 北京大学, 2013.
PENG Ming. Experimental study on flow structure and particle dispersion of lock-exchange gravity currents[D]. Beijing: Beijing University, 2013.
[18]MORTON B R, TAYLOR G J, TURNER J S. Turbulent gravitational convection from maintained and instantaneous sources[J]. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 1956, 234(1196): 1-23.
[19]JACOBSON M R, TESTIK F Y. Turbulent entrainment into fluid gravity currents[J]. Environmental Fluid Mechanics, 2014, 14(2): 541-563.
[20]ZHU J B, LEE C B, CHEN G Q, et al. PIV observation of instantaneous velocity structure of lock release gravity currents in the slumping phase[J]. Communications in Nonlinear Science & Numerical Simulation, 2006, 11(2): 262-270.
[21]HE Z G, ZHAO L, LIN T, et al. Hydrodynamics of gravity currents down a ramp in linearly stratified environments[J]. Journal of Hydraulic Engineering, 2017, 143(3): 4016085.