Turbulence Kinetic Energy inside Suspended Vegetation Domain under Periodic Water Waves

Author:

Tang Xiaochun1ORCID,Lin Pengzhi2,Lin Yu-Hsi3,Jiang Yun4,Liu Philip L.-F.5ORCID

Affiliation:

1. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China. ORCID: .

2. Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065 China (corresponding author).

3. Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

4. China Construction (South Pacific) Development Co. Pte. Ltd. Singapore 069547; Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

5. Distinguished Professor, School of Civil and Environmental Engineering, National Univ. of Singapore, Singapore; Class of 1912 Professor in Engineering, Dept. of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853; Professor, Institute of Hydrological and Oceanic Sciences, National Central Univ., Taiwan, ROC. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference47 articles.

1. Vertical mixing in coastal canopies;Abdolahpour M.;Limnol. Oceanogr.,2017

2. The wave-driven current in coastal canopies;Abdolahpour M.;J. Geophys. Res. Oceans,2017

3. Asano, T., S. Tsutsui, and T. Sakai. 1988. “Wave damping characteristics due to seaweed.” In Proc., 35th Conf. on Coastal Engineering, 138–142. Japan: Japan Soc. of Civil Eng., Matsuyama.

4. Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation

5. Wave-driven flow induced by suspended and submerged canopies;Chen H.;Adv. Water Resour.,2019

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