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

2013-01-01
Akgul, M. Adil
Yilmazer, Didem
Oğuz, Elif
Kabdaşlı, Mehmet Sedat
Yağcı, Oral
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.
JOURNAL OF COASTAL RESEARCH

Suggestions

SCOUR AT REAR SIDE OF A COASTAL REVETMENT DUE TO SOLITARY-LIKE WAVE OVERTOPPING
Yaman, Mert; Yalçıner, Ahmet Cevdet; Baykal, Cüneyt; Department of Civil Engineering (2022-5-11)
Rubble mount coastal structures are commonly used for protecting coastal utilities. Under storm conditions or extreme conditions, long waves attack those structures and cause overtopping. This overtopping phenomenon often results in water flow at the back side of the structure which consequently causes scour. In this thesis, different solitary-like waves and the backfill conditions are studied to understand the level of overtopping and maximum scour depth behind the structure due to the solitary-like wave c...
Adaptation measures for seawalls to withstand sea-level rise
Kisacik, Dogan; Özyurt Tarakcıoğlu, Gülizar; Cappietti, Lorenzo (2022-04-15)
© 2022 Elsevier LtdSea level rise necessitates adaptation measures for coastal protection structures like seawalls as changes in the design conditions will generate higher wave overtopping discharges and coastal flooding. Although increasing crest height is a common measure, the recreational function of urban seawalls limits the applicability. In this paper, performance on overtopping control of crest modifications such as storm walls, parapets, promenade, and stilling wave basin (SWB), are studied for simp...
Effects of harbour shape on the induced sedimentation
Kian, Rozita; Velioglu, Deniz; Yalçıner, Ahmet Cevdet; Pelinovsky, Efim; Kurkin, Andrey; Zaytsev, Andrey; Yalciner, Bora; Pamuk, Aykut (2017-01-01)
Tsunamis in shallow water zones lead to sea water level rise and fall, strong currents, forces (drag, impact, uplift, etc.), morphological changes (erosion, deposition), dynamic water pressure, as well as resonant oscillations. As a result, ground materials under the tsunami motion move and scour/erosion/deposition patterns can be observed in the region. Ports and harbours as enclosed basins are the main examples of coastal structures that usually encounter natural hazards with small or huge damaging scales...
A case study on the submerged berm type coastal defense structures
Özler, Başar; Ergin, Ayşen; Department of Civil Engineering (2004)
Coastal defense structures are built in order to protect valuable coastal regions from the destructive effects of the waves. Due to the cost of coastal defense structures and the economical potential of the coastal regions, failure of such structures could cause loss of high amounts of investment. Therefore in the design and construction of coastal structures, it is of vital importance to achieve an optimum design which is not neither underdesigned nor overdesigned. In this study, Submerged Berm type coasta...
Dispersion of long waves on varying bathymetry
Kian, Rozita; Yalçıner, Ahmet Cevdet; Zaytsev, Andrey (null; 2014-01-01)
Coastal dynamics of swell and long waves is important for morphological changes, near shore circulation, wave amplification, transport of sediments and pollutants, and also comfort of the boats in harbors and bays. There are different models computing near shore behavior of long waves and tsunamis under different input wave and bathymetric and morphological conditions. NAMI DANCE (developed in collaboration with METU, Turkey and Special Bureau of Automation of Research Russian Academy of Sciences, Russia) a...
Citation Formats
M. A. Akgul, D. Yilmazer, E. Oğuz, M. S. Kabdaşlı, and O. Yağcı, “The effect of an emergent vegetation (i.e. Phragmistes Australis) on wave attenuation and wave kinematics,” JOURNAL OF COASTAL RESEARCH, pp. 147–152, 2013, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/32948.