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高超声速激波/湍流边界层干扰的参数化研究及应用 学位论文
硕士论文,北京: 中国科学院大学, 2024
Authors:  纪相鑫
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激波/湍流边界层干扰  平均摩阻分解  平均热流分解  
海流诱导单桩周围局部冲刷深度时变预测模型研究 学位论文
博士论文,北京: 中国科学院大学, 2024
Authors:  王顺意
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单桩基础  冲刷发展  预测方法  泥沙输运  海流  
基于融合物理神经网络的稀疏数据挖掘应用及算法研究 学位论文
硕士论文,北京: 中国科学院大学, 2024
Authors:  许盛峰
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融合物理神经网络,物理信息神经网络,流场重构,稀疏数据挖掘,并行计算,数据标准化  
粗糙壁湍流的机理和大涡模拟壁模型 学位论文
博士论文,北京: 中国科学院大学, 2024
Authors:  li shilong
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粗糙壁湍流  壁模型  大涡模拟  分离流动  深度神经网络  
携带颗粒各向同性湍流大涡模拟数据驱动的亚格子模型 学位论文
硕士论文,北京: 中国科学院大学, 2024
Authors:  谭江涛
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大涡模拟,线性化模型,亚格子模型,惯性颗粒聚团,人工神经网络  
Parallelization strategies for resolved simulations of fluid-structure-particle interactions 期刊论文
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2024, 卷号: 45, 期号: 5, 页码: 857-872
Authors:  Qin JH(秦建华);  Liao F(廖飞);  Dong GD(董国丹);  Yang XL(杨晓雷)
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particle-resolved direct numerical simulation  particle-laden flow  complex geometry  resolved fluid-structure-particle interaction (RFSPI)  immersed boundary (IB) method  O357  
On the low-frequency flapping motion in flow separation 期刊论文
JOURNAL OF FLUID MECHANICS, 2024, 卷号: 984, 页码: 17
Authors:  Fang XJ(方兴军);  Wang Z(王展)
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boundary layer separation  
Comprehensive study of the hydrodynamic effects of weirs installed in the bypass of bar rack systems to better guide downstream migrating fish 期刊论文
ECOLOGICAL ENGINEERING, 2024, 卷号: 201, 页码: 15
Authors:  Aleyasin, Seyed Sobhan;  Fang XJ(方兴军);  Tachie, Mark Francis;  Katopodis, Christos;  Ghamry, Haitham
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Weir geometry  Bar racks  Turbulent kinetic energy (TKE)  Turbulence eddies  Particle image velocimetry (PIV)  
Direct numerical simulations of supersonic flat-plate turbulent boundary layers with uniform blowing 期刊论文
PHYSICS OF FLUIDS, 2024, 卷号: 36, 期号: 4, 页码: 17
Authors:  Guo TB(郭同彪);  Tong FL(童福林);  Ji XX(纪相鑫);  Li XL(李新亮)
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Analytical solutions of turbulent boundary layer beneath forward-leaning waves 期刊论文
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2024, 卷号: 45, 期号: 4, 页码: 695-710
Authors:  Xie YQ(谢益芹);  Zhou JF(周济福);  Wang X(王旭);  Duan JL(段金龙);  Lu, Yongjun;  Li, Shouqian
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forward-leaning wave  turbulent boundary layer  velocity profile  bottom shear stress  O353.2