The effect of an emergent vegetation (i.e. Phragmistes Australis) on wave attenuation and wave kinematics

被引:7
作者
Akgul, M. Adil [1 ]
Yilmazer, Didem [2 ]
Oguz, Elif [1 ]
Kabdasli, M. Sedat [1 ]
Yagci, Oral [1 ]
机构
[1] Istanbul Tech Univ, Dept Civil Engn, TR-34469 Istanbul, Turkey
[2] Namik Kemal Univ, Corlu Fac Engn, Div Civil Engn, TR-59860 Tekirdag, Turkey
关键词
Coastal vegetation; wave attenuation; wave kinematics; turbulence intensity; RESISTANCE;
D O I
10.2112/SI65-026.1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Coastal vegetation acts as a natural barrier at many coastal zones, protecting the landside against wave effects and coastal erosion. It is known that coastal vegetation affects wave properties, and studies regarding this topic have been made in a wide variety, mostly focusing on wave attenuation. In this study, laboratory experiments have been conducted in a wave basin to inspect the effect of an emergent vegetation on wave attenuation, wave transformation and wave kinematics. A blank area is present along the reed field, which enables energy transformation during wave propagation. Three different regular waves have been sent to a natural reed field, and wave heights and kinematics have been measured around the structure. The results indicate that crest-parallel energy transmission takes place as the waves propagate along the reed field, which is boosted at the end of the reed, and the transmission becomes faster on waves with higher wave steepness. Measured water particle velocities have been evaluated to obtain the steady-cyclic and fluctuation components, by which, turbulence intensities in front and at the wake of the reed field have been evaluated. The results indicate that turbulence intensity increases at the mid-depth at the wake of the structure, becoming higher with increasing wave steepness. Thus, one may conclude that energy dissipation takes further place after the end of the reed field due to turbulence.
引用
收藏
页码:147 / 152
页数:6
相关论文
共 15 条
[1]   Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation [J].
Augustin, Lauren N. ;
Irish, Jennifer L. ;
Lynett, Patrick .
COASTAL ENGINEERING, 2009, 56 (03) :332-340
[2]  
Chow V. T., 1959, Open-channel Hydraulics
[3]   Static wave setup with emphasis on damping effects by vegetation and bottom friction [J].
Dean, RG ;
Bender, CJ .
COASTAL ENGINEERING, 2006, 53 (2-3) :149-156
[4]   Interaction of solitary waves with emergent, rigid vegetation [J].
Huang, Zhenhua ;
Yao, Yu ;
Sim, Shawn Y. ;
Yao, Yao .
OCEAN ENGINEERING, 2011, 38 (10) :1080-1088
[7]  
Kummu M., 2002, THESIS HUT HELSINKI
[8]   An empirical model to estimate the propagation of random breaking and nonbreaking waves over vegetation fields [J].
Mendez, FJ ;
Losada, IJ .
COASTAL ENGINEERING, 2004, 51 (02) :103-118
[9]   Quantifying saltmarsh vegetation and its effect on wave height dissipation:: Results from a UK East coast saltmarsh [J].
Moller, I. .
ESTUARINE COASTAL AND SHELF SCIENCE, 2006, 69 (3-4) :337-351
[10]   Nonlinear random wave-induced drag force on a vegetation field [J].
Myrhaug, Dag ;
Holmedal, Lars Erik ;
Ong, Muk Chen .
COASTAL ENGINEERING, 2009, 56 (03) :371-376