Effects of a sharp change of emergent vegetation distributions on thermally driven flow over a slopeEnvironmental Fluid Mechanics - Tập 15 - Trang 771-791 - 2014
Ying-Tien Lin, Chin H. Wu
In this study, thermally driven flow within a sharp change of rooted emergent vegetation distributions is discussed. A conceptual and linear model is developed to study the interferences and competitions between two forcing mechanisms (vegetation shading and sloping bottom effects) on circulation patterns. The two forcing mechanisms can counteract or reinforce each other according to the presence ...... hiện toàn bộ
Buoyancy-Driven Two-Layer Exchange Flows Across a Slowly Submerging BarrierEnvironmental Fluid Mechanics - Tập 6 - Trang 133-151 - 2006
Alan J. S. Cuthbertson, Janek Laanearu, Peter A. Davies
Results are presented from a combined analytical and laboratory study of unsteady, two-layer, density-driven, sub-maximal exchange over a slowly-descending estuarine barrier located very close to the junction of the river mouth and the near-shore coastal zone. As in the precursor study (Cuthbertson et al. 2004, Environ. Fluid Mech. 4, 127–155) that the present investigation extends, the rate of de...... hiện toàn bộ
Tối ưu hóa thiết kế cấu trúc trong dòng chảy dựa trên mô phỏng: Các ván đá Dịch bởi AI Environmental Fluid Mechanics - - 2018
A. Khosronejad, J. L. Kozarek, P. Diplas, C. Hill, R. Jha, P. Chatanantavet, N. Heydari, F. Sotiropoulos
Chúng tôi áp dụng mô hình động lực học thủy lực kết hợp ba chiều, Mô phỏng Dòng chảy Ảo (VFS-Geophysics) ở chế độ Navier–Stokes trung bình Reynolds không ổn định, đóng với mô hình $$k-\omega$$ để mô phỏng dòng chảy hỗn loạn và vận chuyển sediment trong các dòng nước có đáy cát và sỏi quy mô lớn dưới các điều kiện mô hình và đáy sống. Kết quả mô phỏng được sử dụng để thực hiện các thí nghiệm số hệ ...... hiện toàn bộ
#mô phỏng dòng chảy #cấu trúc trong dòng chảy #ván đá #vận chuyển sediment #mô hình thủy động lực học
Modeling ice cover effect on river channel bank stabilityEnvironmental Fluid Mechanics - Tập 22 - Trang 1121-1133 - 2022
Jiajia Pan, Hung Tao Shen
This paper presents a numerical model study on the ice cover effect on bank stability in non-cohesive alluvial channels. The model consists of a coupled two-dimensional finite element unsteady hydrodynamic model with bank erosion and mass failure processes for open water and ice-covered conditions. The associated morphological change is modeled with non-equilibrium sediment transport, including th...... hiện toàn bộ
A mathematical model and mesh-free numerical method for contact-line motion in lubrication theoryEnvironmental Fluid Mechanics - Tập 22 - Trang 301-336 - 2022
Khang Ee Pang, Lennon Ó Náraigh
We introduce a mathematical model with a mesh-free numerical method to describe contact-line motion in lubrication theory. We show how the model resolves the singularity at the contact line, and generates smooth profiles for an evolving, spreading droplet. The model describes well the physics of droplet spreading–including Tanner’s Law for the evolution of the contact line. The model can be config...... hiện toàn bộ
Urban Fluid Mechanics: Air Circulation and Contaminant Dispersion in CitiesEnvironmental Fluid Mechanics - Tập 1 - Trang 107-164 - 2001
H.J.S. Fernando, S.M. Lee, J. Anderson, M. Princevac, E. Pardyjak, S. Grossman-Clarke
Recently, many urban areas of the world have experienced rapid growth of population and industrial activity raising concerns of environmental deterioration. To meet challenges associated with such rapid urbanization, it has become necessary to implement wise strategies for environmental management and planning, addressing the exclusive demands of urban zones for maintaining environmental sustainab...... hiện toàn bộ
A Modelling Study of Transient, Buoyancy-Driven Exchange Flow over a Descending BarrierEnvironmental Fluid Mechanics - Tập 4 - Trang 127-155 - 2004
Alan J.S. Cuthbertson, Peter A. Davies, Michael J. Coates, Yakun Guo
Results are presented from a series of model studies of the transient exchange flow resulting from the steady descent of an impermeable barrier separating initially-quiescent fresh and saline water bodies having density ρ0 and ρ0+(Δρ)0, respectively. A set of parametric laboratory experiments has been carried out (i) to determine the characteristic features of the time-dependent exchange flow over...... hiện toàn bộ