Field Measurement of Wave Overtopping Frequency and Intensity at Sea Dike Using Shore-Based Video Images

Author(s):  
Shanhang Chi ◽  
Chi Zhang ◽  
Zhubin Cao ◽  
Jinhai Zheng
Author(s):  
Shan-hang Chi ◽  
Chi Zhang ◽  
Ti-ti Sui ◽  
Zhu-bin Cao ◽  
Jin-hai Zheng ◽  
...  

2012 ◽  
Vol 26 (1) ◽  
pp. 153-166 ◽  
Author(s):  
Xiao-yu Guo ◽  
Ben-long Wang ◽  
Hua Liu

2013 ◽  
Vol 55 (4) ◽  
pp. 1350013-1-1350013-23 ◽  
Author(s):  
Thieu Quang Tuan
Keyword(s):  

2004 ◽  
Vol 198 (2) ◽  
pp. 686-726 ◽  
Author(s):  
Tingqiu Li ◽  
Peter Troch ◽  
Julien De Rouck
Keyword(s):  

2020 ◽  
Vol 8 (8) ◽  
pp. 598
Author(s):  
Sebastian Dan ◽  
Corrado Altomare ◽  
Tomohiro Suzuki ◽  
Tim Spiesschaert ◽  
Toon Verwaest

Physical model experiments were conducted in a wave tank at Flanders Hydraulics Research, Antwerp, Belgium, to characterize the wave overtopping and impact force on vertical quay walls and sloping sea dike (1:2.5) under very oblique wave attack (angle between 45° and 80°). This study was triggered by the scarce scientific literature on the overtopping and force reduction due to very oblique waves since large reduction is expected for both when compared with the perpendicular wave attack. The study aimed to compare the results from the experimental tests with formulas derived from previous experiments and applicable to a Belgian harbor generic case. The influence of storm return walls and crest berm width on top of the dikes has been analyzed in combination with the wave obliqueness. The results indicate significant reduction of the overtopping due to very oblique waves and new reduction coefficients were proposed. When compared with formulas from previous studies the proposed coefficients indicate the best fit for the overtopping reduction. Position of the storm return wall respect to the quay edge rather than its height was found to be more important for preventing wave induced overtopping. The force reduction is up to approximately 50% for the oblique waves with respect to the perpendicular wave impact and reduction coefficients were proposed for two different configurations a sea dike and vertical quay wall, respectively.


2017 ◽  
Vol 68 ◽  
pp. 171-181 ◽  
Author(s):  
Yao Zhang ◽  
Gang Chen ◽  
Jinchun Hu ◽  
Xinping Chen ◽  
Weixuan Yang ◽  
...  

2012 ◽  
Vol 63 (2) ◽  
pp. 417-447 ◽  
Author(s):  
Tuan Thieu Quang ◽  
Hocine Oumeraci

Author(s):  
Tim Oliver ◽  
Akira Ishihara ◽  
Ken Jacobsen ◽  
Micah Dembo

In order to better understand the distribution of cell traction forces generated by rapidly locomoting cells, we have applied a mathematical analysis to our modified silicone rubber traction assay, based on the plane stress Green’s function of linear elasticity. To achieve this, we made crosslinked silicone rubber films into which we incorporated many more latex beads than previously possible (Figs. 1 and 6), using a modified airbrush. These films could be deformed by fish keratocytes, were virtually drift-free, and showed better than a 90% elastic recovery to micromanipulation (data not shown). Video images of cells locomoting on these films were recorded. From a pair of images representing the undisturbed and stressed states of the film, we recorded the cell’s outline and the associated displacements of bead centroids using Image-1 (Fig. 1). Next, using our own software, a mesh of quadrilaterals was plotted (Fig. 2) to represent the cell outline and to superimpose on the outline a traction density distribution. The net displacement of each bead in the film was calculated from centroid data and displayed with the mesh outline (Fig. 3).


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