A depth-averaged two-dimensional model for flow around permeable pile groins
Jung-Tai Lee1, H. C. Chan2, Chin-Kun Huang3, Yu-Min Wang4 and Wei-Che Huang4
1Sinotech Engineering Consultants, LTD. Geotechnical Engineering Department, 12F, 171, Nanking E. Rd. Sec.5, Taipei 10570, Taiwan (Republic of China).
2Department of Soil and Water Conservation, National Chung Hsing University, 250 Kuo Kuang Rd., Taichung 402, Taiwan (Republic of China).
3Department of Hydraulic and Ocean Engineering, National Cheng Kung University, No. 1, University Rd., Tainan 70101, Taiwan (Republic of China).
4Department of Civil Engineering, National Pingtung University of Science and Technology, No. 1, Shuefu Road, Neipu, Pingtung 91201, Taiwan (Republic of China).
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