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大连理工大学 [4]

力学研究所 [2]

清华大学 [2]

西安理工大学 [2]

广州能源研究所 [2]

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	On the capability of the curvilinear immersed boundary method in predicting near-wall turbulence of turbulent channel flows 期刊论文 THEORETICAL AND APPLIED MECHANICS LETTERS, 2021, 卷号: 11, 期号: 4, 页码: 100279 作者: Liao F(廖飞); Yang XL(杨晓雷) 收藏 \| 浏览/下载：0/0 \| 提交时间：2024/01/15 Immersed boundary method Turbulent channel flow Wavenumber-frequency spectra Near-wall turbulence
	Wall-resolved large-eddy simulation of turbulent channel flows with rough walls 期刊论文 THEORETICAL AND APPLIED MECHANICS LETTERS, 2021, 卷号: 11, 期号: 1, 页码: 100228 作者: Li SL(李世隆); Yang XL(杨晓雷); Jin GD(晋国栋); He GW(何国威) 收藏 \| 浏览/下载：0/0 \| 提交时间：2024/01/15 Rough wall turbulence Curvilinear immersed boundary method Wall-resolved large eddy simulation
	Numerical Model for Sediment Transport and Bed Degradation in the Yangtze River Channel Downstream of Three Gorges Reservoir 期刊论文 2010, 2010 Zhou, Gang; Wang, Hong; Shao, Xuejun; Jia, Dongdong 收藏 \| 浏览/下载：4/0
	A 2D mathematical model for sediment transport by waves and tidal currents 期刊论文 2010, 2010 Lu, YJ; Zuo, LQ; Shao, XJ; Wang, HC; Li, HL 收藏 \| 浏览/下载：5/0 \| 提交时间：2017/06/15 wave tidal current mathematical model suspended load bed load mud back silting waterway Engineering, Civil Engineering, Ocean Engineering, Mechanical Water Resources
	A three dimensional k-epsilon-A(p) model for water-sediment movement 期刊论文 INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, 2010, 卷号: 25, 页码: 17-27 作者: Liu Cheng; Shen Yong-Ming 收藏 \| 浏览/下载：3/0 \| 提交时间：2019/12/24 Three dimensional k-epsilon-A(p) model Liquid-particle flow Two-fluid model Channel bend Bed deformation Curvilinear coordinates
	A Third-Order Upwind Compact Scheme on Curvilinear Meshes for the Incompressible Navier-Stokes Equations 期刊论文 COMMUNICATIONS IN COMPUTATIONAL PHYSICS, 2009, 卷号: 5, 期号: 2-4, 页码: 712-729 作者: Shah, Abdullah; Guo, Hong; Yuan, Li 收藏 \| 浏览/下载：18/0 \| 提交时间：2018/07/30 Upwind compact difference flux difference splitting incompressible Navier-Stokes equations artificial compressibility lid-driven cavity flow
	A three-dimensional k-E >-k (p) model in curvilinear coordinates for sediment movement and bed evolution 期刊论文 SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES, 2009, 卷号: 52, 页码: 1090-1100 作者: Shen YongMing; Liu Cheng 收藏 \| 浏览/下载：5/0 \| 提交时间：2019/12/24 curvilinear coordinates three-dimensional k-epsilon-k(p) model two-fluid model solid-liquid flows channel bend bed load bed evolution trajectory
	A three-dimensional solid-liquid two-phase turbulence model with the effect of vegetation in non-orthogonal curvilinear coordinates 期刊论文 SCIENCE IN CHINA SERIES G-PHYSICS MECHANICS & ASTRONOMY, 2009, 卷号: 52, 页码: 1062-1073 作者: Liu Cheng; Shen YongMing 收藏 \| 浏览/下载：4/0 \| 提交时间：2019/12/24 adaptive grid three dimensional k-epsilon-A(p) model solid-liquid two-phase turbulence model vegetation channel bend sediment transport bed-topography change
	Simulation of 2D Dam-Break Flood Waves Using TVD Scheme in Curvilinear Coordinates 会议论文 PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL VII, PTS A AND B, 2008-01-01 作者: Liu Yuling 收藏 \| 浏览/下载：3/0 \| 提交时间：2019/12/25 shallow water equations difference splitting FVM method TVD scheme dam break waves curved channel
	NUMERICAL SIMULATION OF TWO-DIMENSIONAL DAM-BREAK FLOWS IN CURVED CHANNELS 期刊论文 JOURNAL OF HYDRODYNAMICS, 2007, 卷号: 19, 页码: 726-735 作者: 收藏 \| 浏览/下载：2/0 \| 提交时间：2019/05/10 dam-break flow shallow-water equations channel bend curvilinear coordinate Godunov-type finite-difference scheme

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