四分之一圆非越浪型穿孔防波堤稳定性研究中的多元非线性回归分析（英文）
发布时间：2023-11-26 14:57
Breakwaters have been built throughout the centuries for the coastal protection and the port development, but changes occurred in their layout and criteria used for the design. Quarter circle breakwater(QBW) is a new type evolved having advantages of both caisson type and perforated type breakwaters. The present study extracts the effect of change in the percentage of perforations on the stable conditions of seaside perforated QBW by using various physical models. The results were graphically an...
【文章页数】：8 页
【文章目录】：
Article Highlights
1 Introduction
2 Experimental Investigations
2.1 Wave Flume and Instrumentation
2.2 Breakwater Test Model
3 Methodology
4 Results and Discussions
4.1 Influence of Incident Wave Steepness on W/γHi2
4.1.1 Seaside Perforated QBW with S/D=2
4.1.2 Seaside Perforated QBW with S/D=2.5
4.1.3 Seaside Perforated QBW with S/D=3
4.1.4 Seaside Perforated QBW with S/D=4
4.1.5 Seaside Perforated QBW with S/D=5
4.2 Influence of Water Depth on W/γHi2
4.3 Influence of S/D Ratio on W/γHi2
4.4 Equations Developed for Stability Parameter
5 Conclusions
本文编号：3868002
【文章页数】：8 页
【文章目录】：
Article Highlights
1 Introduction
2 Experimental Investigations
2.1 Wave Flume and Instrumentation
2.2 Breakwater Test Model
3 Methodology
4 Results and Discussions
4.1 Influence of Incident Wave Steepness on W/γHi2
4.1.1 Seaside Perforated QBW with S/D=2
4.1.2 Seaside Perforated QBW with S/D=2.5
4.1.3 Seaside Perforated QBW with S/D=3
4.1.4 Seaside Perforated QBW with S/D=4
4.1.5 Seaside Perforated QBW with S/D=5
4.2 Influence of Water Depth on W/γHi2
4.3 Influence of S/D Ratio on W/γHi2
4.4 Equations Developed for Stability Parameter
5 Conclusions
本文编号：3868002
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