Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model
Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model作者机构:Dam Safety Management Center of Ministry of Water Resources Nanjing Hydraulic Research Institute Nanjing 210029 China State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Nanjing Hydraulic Research Institute Nanjing 210029 China Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam Ministry of Water Resources Nanjing Hydraulic Research Institute Nanjing 210029 China College of Hydrology and Water Resources Hohai University Nanjing 210098 China
出 版 物:《Water Science and Engineering》 (水科学与水工程(英文版))
年 卷 期:2019年第12卷第3期
页 面:179-187页
核心收录:
基 金:supported by the National Key Research and Development Program of China(Grants No.2016YFC0401603,2016YFC0401605,and 2016YFC0401607) the Central Public-interest Scientific Institution Basal Research Fund(Grants No.Y717012 and Y718007)
主 题:Plain reservoirs Sediment deposition Clipping via island construction MIKE21 SW Numerical simulation
摘 要:Plain reservoirs are shallow, and have low dams and widespread water ***, wind-wave-induced damage to the dam is one of the important factors affecting the safety of the *** improve upon unsatisfactory plain reservoir wave-clipping schemes, a numerical method is proposed to predict and analyze waves in the reservoir in the presence of artificial islands, constructed from dredged *** MIKE21 SW model is applied to a specific plain reservoir for finding the optimal artificial island *** simulated wave height attenuation results are seen to agree well with empirically predicted ***, the validity and reliability of the numerical model are *** islands at suitable locations in the reservoir can attenuate the wave heights by approximately 10%e30%, which justifies the efficacy of the clipping scheme making use of dredging and island construction.