中国科学院机构知识库网格系统: 检索

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	Modelling roll waves with shallow water equations and turbulent closure 期刊论文 OAI收割 JOURNAL OF HYDRAULIC RESEARCH, 2015, 卷号: 53, 期号: 2, 页码: 161-177 作者: Cao, Zhixian; Hu, Penghui; Hu, Kaiheng; Pender, Gareth; Liu, Qingquan 收藏 \| 浏览/下载：31/0 \| 提交时间：2015/07/06 turbulent Reynolds stress natural roll waves shallow water equations periodic permanent roll waves k-epsilon turbulence model
	Modelling roll waves with shallow water equations and turbulent closure 期刊论文 OAI收割 Journal of Hydraulic Research, 2015, 卷号: 53, 期号: 2, 页码: 161-177 作者: Cao ZX; Hu PH; Hu KH; Pender G; Liu QQ(刘青泉) 收藏 \| 浏览/下载：32/0 \| 提交时间：2014/12/25 turbulent Reynolds stress natural roll waves shallow water equations periodic permanent roll waves k-epsilon turbulence model
	Analysis of Two-Phase Cavitating Flow with Two-Fluid Model Using Integrated Boltzmann Equations 期刊论文 OAI收割 ADVANCES IN APPLIED MATHEMATICS AND MECHANICS, 2013, 卷号: 5, 期号: 5, 页码: 607-638 作者: Liu, Shuhong; Wu, Yulin; Xu, Yu; Dou, Hua-Shu 收藏 \| 浏览/下载：46/0 \| 提交时间：2015/10/23 Cavitating flow two-fluidmodel RNG k-epsilon-k(ca) turbulence model Boltzmann equations kinetic theory
	The application of computational fluid dynamics to pedestrian level wind safety problem induced by high-rise buildings 期刊论文 iSwitch采集 Chinese physics, 2004, 卷号: 13, 期号: 7, 页码: 1070-1075 作者: Li, L; Hu, F; Cheng, XL; Han, HY 收藏 \| 浏览/下载：31/0 \| 提交时间：2019/05/10 Cfd Pedestrian level wind safety High-rise building Realizable k-epsilon turbulence model
	Simulation of wave propagation over a submerged bar using the VOF method with a two-equation k-epsilon turbulence modeling 期刊论文 OAI收割 ocean engineering, 2004, 卷号: 31, 期号: 1, 页码: 87-95 作者: Shen, YM; Ng, CO; Zheng, YH 收藏 \| 浏览/下载：19/0 \| 提交时间：2016/10/27 wave propagation k-epsilon turbulence model VOF method submerged bar