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Oscillatory flows around a headland by 3D modelling with hydrostatic pressure and implicit bed shear stress comparing with experiment and depth-averaged modelling

机译：通过静水压力和隐含床切应力的3D建模与实验和深度平均建模进行比较，在岬角周围产生振荡流

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Stansby P.; Chini N.; Lloyd P.;
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1. Oscillatory flows around a headland by 3D modelling with hydrostatic pressure and implicit bed shear stress comparing with experiment and depth-averaged modelling [J] . Stansby P., Chini N., Lloyd P. Coastal engineering . 2016,第octa期

机译：通过静水压力和隐含床切应力的3D建模与实验和深度平均建模相比较的岬角振荡流
2. Efficient non-hydrostatic modelling of flow and bed shear stress in a pier scour hole [J] . S. Pournazeri, S.S. Li, F. Haghighat Canadian Journal of Civil Engineering . 2014,第5期

机译：码头冲孔中流动和床层剪切应力的高效非静水力学建模
3. Dynamic flow stress of pure polycrystalline aluminum: Pressure-shear plate impact experiments and extension of dislocation-based modeling to large strains [J] . Bryan Zuanetti, Darby J. Luscher, Kyle Ramos, Journal of the Mechanics and Physics of Solids . 2021,第Jana期

机译：纯多晶铝的动态流量应力：压力剪切板冲击实验和脱位基于大菌株的延伸
4. Numerical Simulation of Oscillatory Shallow-Water Flow around a Conical Headland Using the K-E and Algebraic Stress Turbulence Models [C] . Habib Hakimzadeh International conference on offshore mechanics and arctic engineering;OMAE2008 . 2008

机译：基于K-E和代数应力湍流模型的锥形岬角振荡浅水流动的数值模拟
5. A general two-dimensional free surface flow model for solving the depth-averaged equations using an implicit ADI scheme [D] . Molls, Thomas Robert 1992

机译：使用隐式ADI方案求解深度平均方程的通用二维自由表面流模型
6. Flow shear stress regulates endothelial barrier function and expression of angiogenic factors in a 3D microfluidic tumor vascular model [O] . Cara F Buchanan, Scott S Verbridge, Pavlos P Vlachos, 1902

机译：流动剪切应力调节3D微流控肿瘤血管模型中的内皮屏障功能和血管生成因子的表达
7. Oscillatory flows around a headland by 3D modelling with hydrostatic pressure and implicit bed shear stress comparing with experiment and depth-averaged modelling [O] . Stansby, Peter, Chini, N., Lloyd, P. 2016

机译：通过静力压力和隐式床剪切应力的三维建模与实验和深度平均建模相比，在岬角周围的振荡流动

Oscillatory flows around a headland by 3D modelling with hydrostatic pressure and implicit bed shear stress comparing with experiment and depth-averaged modelling

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