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《中国海洋工程(英文版)》 1995-01
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Hydraulic Design Method of Wave Dissipating Structure with Partially Perforated Front Wall

Li Rongqing Engineer, The First Design Institute of Navigation Engineering of Ministry of Communictions, Tianjin 300222  
Based on the matching conditions of different fluid regions, the eigenfunction expansion method is used to develop a theoretical formula for wave reflection in front of the perforated structure with a partially slit front wall. The accuracy of the solution is verified by comparing the numerical results with experimental data. In addition, a new hydraulic design method is developed by derivation of the theoretical formula with respect to the porosity of the slit wall, and the results of this design method is drafted for harbour engineers to use.
【CateGory Index】: U656.2
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【References】
Chinese Journal Full-text Database 5 Hits
1 LJ Yucheng LIU Hongjie TENG Bin and SUN Dapeng Dalian University of Technology, Dalian 116024 , China;Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall[J];中国海洋工程(英文版);2002-03
2 Ching-Yun YUEH and Shih-Hsuan CHUANG1 Department of Harbor and River Engineering,National Taiwan Ocean University, Keelung 20224, China;The Reflection of Normal Incident Waves by Absorbing-Type Breakwaters[J];中国海洋工程(英文版);2009-04
3 ZHU Da-tong a,b,1a Southeast Traffic Engineering Consultation and Supervision Co.,Ltd., Southeast University, Nanjing 210018, Chinab River and Harbor Engineering Department, Nanjing Hydraulic Research Institute,Nanjing 210024, China;Impedance Analytical Method of Wave Run-up and Reflection from A Slotted-Wall Caisson Breakwater[J];中国海洋工程(英文版);2010-03
4 Z. Huang Department of Civil Engineering, The Hong Kong University of Science and Technology, Clearwater Bay, Kowloon, Hong Kong, China;A method to study interactions between narrow-banded random waves and multi-chamber perforated structures[J];力学学报(英文版);2006-04
5 ZHU Da-tong1,2,ZHU Si-wei3(1.Southeast University,Southeast Traffic Engineering Consultation and Supervision Co.,LTD.,Nanjing 210018,China;2.Nanjing Hydraulic Research Institute,Nanjing 210024,China;3.Nanjing Municipal Engineering Design Institute,Nanjing 210018,China);Hydrodynamic behavior of a single slotted-wall caisson breakwater[J];The Ocean Engineering;2010-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Wang Jianyi Ge Zhijin Senior Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, Nanjing 210024;Model Study of Permeable Caisson Breakwater with Slanting Slabs[J];中国海洋工程(英文版);1993-02
2 TENG Bin HAN Ling LI Yuchena Professor. Slate Key Laboratory of Coastal and Offshore Engineering. Dalian University of Technology,Dalian 116023. P. R. China Graduate Student. State Key Laboratory of Coastal and Offshore Engineering. Dalian University of Technology. Dalian 116023, P. R. China;Wave Diffraction from A Vertical Cylinder with Two Uniform Columns and Porous Outer Wall[J];中国海洋工程(英文版);2000-03
3 LJ Yucheng LIU Hongjie TENG Bin and SUN Dapeng Dalian University of Technology, Dalian 116024 , China;Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall[J];中国海洋工程(英文版);2002-03
4 CHEN Xue feng a,* , LI Yu cheng a WANG Yong xue a , DONG Guo hai a and BAI Xue b a State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China b Maqiaozi Construction Company, Dalian Economic Development Zone, Dalian 116600, China;Numerical Simulation of Wave Interaction with Perforated Caisson Breakwaters[J];中国海洋工程(英文版);2003-01
5 Xie Shileng (FDINE Tianjin 300222);Recent Progress of Deepwater Breakwater Technology ——A Report on the International Workshop on Wave Barriers in Deepwaters[J];Port Engineering Technology;1994-02
6 CHEN Xue-feng,LI Yu-cheng,TENG Bin(State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023,China);The Comparison of Method for Calculating the Wave Forces on Perforated Caissons[J];Port Engineering Technology;2005-02
7 Teng Bin, Li Yucheng, Sun Lu (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China)[;Wave Interaction with a Partial Porous Double-Wall Cylinder[J];Engineering Science;2001-10
8 SUO Yao-hong and HUANG Hu 1 Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China;A General Linear Wave Theory for Water Waves Propagating over Uneven Porous Bottoms[J];中国海洋工程(英文版);2004-01
9 LI Yan bao(School of Civil Engineering, Tianjin University,Tianjin 300072, China);A survey of port and coastal engineering in Korea[J];The Ocean Engineering;2001-02
10 ZHU Datong(Southeast University , Nanjing 210018, China);Wave diffraction around a group of impedance cylinders[J];The Ocean Engineering;2002-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 DONG Guo-hai LI Yu-cheng SUN Zhao-chen SUN Yang NIU En-zong and MAO Kai The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China The Planning and Design Institute of Waterway Transportation, Beijing 100007, China;Interaction Between Waves and A Comb-Type Breakwater[J];中国海洋工程(英文版);2003-04
2 ZHANG Jing-xin and LIU Hua School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;Wave Run-up on A Vertical Seawall Protected by An Offshore Submerged Barrier[J];中国海洋工程(英文版);2009-03
3 Ching-Yun YUEH and Shih-Hsuan CHUANG1 Department of Harbor and River Engineering,National Taiwan Ocean University, Keelung 20224, China;The Reflection of Normal Incident Waves by Absorbing-Type Breakwaters[J];中国海洋工程(英文版);2009-04
4 ZHU Da-tong a,b,1a Southeast Traffic Engineering Consultation and Supervision Co.,Ltd., Southeast University, Nanjing 210018, Chinab River and Harbor Engineering Department, Nanjing Hydraulic Research Institute,Nanjing 210024, China;Impedance Analytical Method of Wave Run-up and Reflection from A Slotted-Wall Caisson Breakwater[J];中国海洋工程(英文版);2010-03
5 Z. Huang Department of Civil Engineering, The Hong Kong University of Science and Technology, Clearwater Bay, Kowloon, Hong Kong, China;A method to study interactions between narrow-banded random waves and multi-chamber perforated structures[J];力学学报(英文版);2006-04
6 Yong Liu Yucheng Li Bin Teng State Key Laboratory of Coastal and Offshore Engineering.Dalian University of Technology,Dalian 116024,China R&D Center for Civil Engineering Technology,Dalian University,Dalian 116622,China;Wave interaction with a new type perforated breakwater[J];力学学报(英文版);2007-04
7 ZHU Da-tong 1,2(1 Jiangsu Key Laboratory of Engineering Mechanics and Institute of Civil Engineering Southeast University,Nanjing 210096,China;2 Department of River and Coastal Engineering,Nanjing Hydraulice Research Institute,Nanjing 210024,China);Oblique Incident Wave Interaction with a Row of Piles[J];Journal of Ship Mechanics;2011-06
8 ZHU Da-tonga,b,1 a Jiangsu Key Laboratory of Engineering Mechanics,Southeast University,Nanjing 210096,China b River and Harbor Engineering Department,Nanjing Hydraulic Research Institute,Nanjing 210024,China;Wave Run-up on A Coaxial Perforated Circular Cylinder[J];中国海洋工程(英文版);2011-02
9 ZHU Da-tong1,2,ZHU Si-wei3(1.Southeast University,Southeast Traffic Engineering Consultation and Supervision Co.,LTD.,Nanjing 210018,China;2.Nanjing Hydraulic Research Institute,Nanjing 210024,China;3.Nanjing Municipal Engineering Design Institute,Nanjing 210018,China);Hydrodynamic behavior of a single slotted-wall caisson breakwater[J];The Ocean Engineering;2010-02
10 WU Hao,SUN Da-peng,XIA Zhi-sheng(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China);Nonlinear numerical simulation of interaction between waves and perforated caisson breakwaters[J];The Ocean Engineering;2010-03
China Proceedings of conference Full-text Database 1 Hits
1 LIU Yong~(1,2) LI Yu-cheng~(1,3) TENG Bin~1 1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China; 2.College of Engineering,Ocean University of China,Qingdao 266100,China; 3.R and D Center for Civil Engineering Technology,Dalian University,Dalian 116622,China;An Approximate Calculation Method for Reflection Coefficients of Partially Perforated Caisson Breakwater on Rubble Mound Foundation[A];[C];2007
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