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Numerical Simulation of Spatial Lag Between Wave Breaking Point and Location of Maximum Wave-Induced
[期刊论文] 作者：ZHENG Jin-hai,TANG Yu,
来源：中国海洋工程（英文版） 年份：2004
A quasi three-dimensional numerical model of wave-driven coastal currents with the effects of surface rollers is developed for the study of the spatial lag betw...
Numerical Simulation of Spatial Lag Between Wave Breaking Point and Location of Maximum Wave-Induced
[期刊论文] 作者：ZHENG Jin-hai,TANG Yu,
来源：黑龙江科技学院学报 年份：2009
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：CHEN Xiao-wen,ZHENG Jin-hai,ZH,
来源：中国海洋工程（英文版） 年份：2010
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
THREE-DIMENSIONAL NONLINEAR NUMERICAL MODEL WITH INCLINED PRESSURE FOR SALTWATER INTRUSION AT THE YA
[期刊论文] 作者：Zhu Yu-liang,Zheng Jin-hai,Mao,
来源：水动力学研究与进展B辑 年份：2004
A three-dimensional nonlinear numerical model with inclined pressure was developed to compute the saltwater intrusion at the Yangtze River Estuary. The σ-trans...
[期刊论文] 作者：TAO Ai-feng,ZHENG Jin-hai,MEE,
来源：中国海洋工程（英文版） 年份：2011
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：WANG Gang,ZHENG Jin-hai,LIANG,
来源：黑龙江科技学院学报 年份：2015
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
Comparison of Turbulence Schemes for Prediction of Wave-Induced Near-Bed Sediment Suspension Above A
[期刊论文] 作者：ZHANG Chi,ZHENG Jin-hai,WANG Y,
来源：中国海洋工程（英文版） 年份：2004
Based on a wave bottom boundary layer model and a sediment advection-diffusion model,seven turbulence schemes are compared regarding their performances in predi...
[期刊论文] 作者：ZHENG Jin-hai,SOE Mee Mee,ZHAN,
来源：水动力学研究与进展B辑 年份：2004
This paper presents an improved Nearest Neighboring Particle Searching (NNPS) technique for numerical modeling of water waves with the Smoothed Particle Hydrody...
Comparison of Turbulence Schemes for Prediction of Wave-Induced Near-Bed Sediment Suspension Above A
[期刊论文] 作者：ZHANG Chi,ZHENG Jin-hai,WANG Y,
来源：黑龙江科技学院学报 年份：2011
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：Zheng Jin-hai,Yan Kai,Yan Yi-xin,
来源：水动力学研究与发展 年份：1999
Using the linear wave theory, the distributions of the wave-induced excess momentum fluxes over depth at the arbitrary wave angle and their asymptotic forms for...
THREE-DIMENSIONAL NONLINEAR NUMERICAL MODEL WITH INCLINED PRESSURE FOR SALTWATER INTRUSION AT THE YA
[期刊论文] 作者：Zhu Yu-liang,Zheng Jin-hai,Mao Li-hua,Yan Yi-xin,
来源：水动力学研究与进展B辑 年份：2000
A three-dimensional nonlinear numerical model with inclined pressure was developed to compute the saltwater intrusion at the Yangtze River Estuary. The σ-trans...
[期刊论文] 作者：HUANG Ting,ZHENG Jin-hai,ZHANG Ji-sheng,YUAN Yu,WU Bin,,
来源：China Ocean Engineering 年份：2017
This paper presents an experimental study on the wave-induced behavior of monopiles.Laboratory experiments were conducted at the constant initial state of the s...
[期刊论文] 作者：JIAO Zeng-xiang,Dou Xi-ping,ZHENG Jin-hai,ZHANG Xin-zhou,GAO Xiang-yu,,
来源：China Ocean Engineering 年份：2017
Widely applied in maintaining estuarial waterway depth,the spur dike has played an important role in currents and sediment exchange between channel and shoal an...
[期刊论文] 作者：TAO Ai-feng,YAN Jin,WANG Yi,ZHENG Jin-hai,FAN Jun,QIN Chuan,,
来源：China Ocean Engineering 年份：2017
Wave energy has drawn much attention as an achievable way to exploit the renewable energy. At present, in order to enhance the wave energy extraction, most effo...
[期刊论文] 作者：Yi-Peng Zheng,Jin-Hai Si,Wen-Jiang Tan,Xiao-Jing Liu,Jun-Yi Tong,Xun Hou,
来源：中国物理快报（英文版） 年份：2017
A femtosecond optical Kerr gate time-gated ballistic imaging method is demonstrated to image a transparent object in a turbid medium.The shape features of the o...
A Method for the Damage Detection of Pile Foundation in High-Pile Wharf Based on A Curvature Mode De
[期刊论文] 作者：WANG Qi-ming,ZHU Rui-hu,ZHENG Jin-hai,WANG Ning,LUO Meng-yan,CHE Yu-fei,
来源：中国海洋工程（英文版） 年份：2020
As the top of the pile foundation in high-pile wharf is connected to the superstructure and most of the pile bodies are located below the water surface,traditio...
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