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Effects of Wave Dissipation with Circular Cylinders  

Lee, Seong-Dae (Dept. of Civil Engineering, Halla Univ.)
Kim, Seong-Deuk (Dept. of Civil and Environmental Eng., University of Ulsan)
Publication Information
Journal of Ocean Engineering and Technology / v.22, no.4, 2008 , pp. 27-33 More about this Journal
Abstract
One of the central problems in astudy of the coastal surface wave environment is predicting the transformation of waves as they propagate toward the shore. The transformation is mainly due to the existence of obstacles, such as breakwaters and vertical cylinders. In general, the types of wave transformation can be classified as follows: wave diffraction, reflection, transmission, scattering, radiation, et al. This research dealtwith wave transmission and dissipation problems for two dimensional irregular waves and vertical circular cylinders. Using the unsteady mild slope equation, a numerical model was developed to calculate the reflection and transmission of regular waves from a multiple-row circular breakwater and vertical cylinders. In addition, hydraulic model experiments were conducted with different values for the properties between tire piles and the opening ratio (distances) between the rows of the breakwater. It was found that the transmission coefficients decreased with a decrease in the opening ratio and an increase in the rows of vertical cylinders. A comparison between the results of hydraulic and numerical experiments showed reasonable agreement.
Keywords
Vertical cylinders; Wave dissipation; Unsteady mild slope equation; Opening Ratio; Numerical model; Hydraulic experiment;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
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