Analysis of coastal damage of a beach profile under the protection of emergent vegetation

被引:29
作者
Türker, U
Yagci, O
Kabdasli, MS
机构
[1] Near East Univ, Dept Civil Engn, Lefkosa, N Cyprus, Turkey
[2] Istanbul Tech Univ, Div Hydraul, Fac Civil Engn, TR-34469 Istanbul, Turkey
关键词
beach profiled; dynamic stability; erosion; equilibrium; irregular wave; regular wave; static stability; vegetation;
D O I
10.1016/j.oceaneng.2005.04.019
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The primary objective of the study was to experimentally explore the protection performance of the emergent vegetation on the morphological changes of a coastal zone. The experiments were conducted under both regular and irregular waves in two different wave flumes. A dimensionless number was derived to characterize the beach profile response under the protection of emergent vegetation. Accordingly, empirical relations were derived that explained the pattern exhibited by the experimental data. The list of wave parameters and beach erosion related functions were incorporated in relation to vegetation intensity in order to define coastal zone response. The relationships of these functions followed good trends with the derived dimensionless number. The findings showed that fall speed parameter is not necessarily involved whereas depth parameter is an important factor while defining the damage. The damage parameter is also considered to formulate the limits of dynamic and static stability of beach profiles under the protection of emergent vegetation. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:810 / 828
页数:19
相关论文
共 26 条
[1]   Measurement of the velocity-profile in and above a forest of Laminaria hyperborea [J].
Andersen, KH ;
Mork, M ;
Nilsen, JEO .
SARSIA, 1996, 81 (03) :193-196
[2]  
DEAN RG, 1991, WATER WAVE MECH ENG, P353
[3]  
Dubi A, 1995, THESIS U TRONDHEIM N
[4]   Comparison of methods for measuring woody riparian vegetation density [J].
Dudley, SJ ;
Bonham, CD ;
Abt, SR ;
Fischenich, JC .
JOURNAL OF ARID ENVIRONMENTS, 1998, 38 (01) :77-86
[5]  
Goda Y., 2000, Advanced Series on Ocean Engineering, V2, P464
[6]   Equilibrium beach profile model for perched beaches [J].
González, M ;
Medina, R ;
Losada, MA .
COASTAL ENGINEERING, 1999, 36 (04) :343-357
[7]   Geometric characteristics of storm-beach profiles caused by inclined waves [J].
Hsu, TW .
OCEAN ENGINEERING, 1998, 25 (01) :69-84
[8]   WAVE ATTENUATION BY VEGETATION [J].
KOBAYASHI, N ;
RAICHLE, AW ;
ASANO, T .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1993, 119 (01) :30-48
[9]  
KRAUS NC, 1991, P COAST SED AM SOC C, V91, P572
[10]  
LARSON M, 1992, P 3 COAST ENG C ASCE