nonhydrostatic pressure
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2022 ◽  
Vol 209 ◽  
pp. 114376
Author(s):  
Yunxia Han ◽  
Chao Gu ◽  
Jian Chen ◽  
Xuefeng Zhou ◽  
Dejiang Ma ◽  
...  

2021 ◽  
Vol 5 (12) ◽  
Author(s):  
Hengbo Cui ◽  
Seohee Yun ◽  
Kyeong Jun Lee ◽  
Chanhyeon Lee ◽  
Seo Hyoung Chang ◽  
...  

2021 ◽  
Author(s):  
Yunxia Han ◽  
Chao Gu ◽  
Jian Chen ◽  
Xuefeng Zhou ◽  
Dejiang Ma ◽  
...  

Water ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 3092
Author(s):  
Alexey Androsov ◽  
Naum Voltzinger ◽  
Ivan Kuznetsov ◽  
Vera Fofonova

The long-wave dynamics of the Lombok Strait, which is the most important link of the West Indonesian throughflow connecting the Pacific and Indian Ocean waters, was simulated and analyzed. A feature of the strait is its extremely complex relief, on which water transport creates a field of pronounced vertical velocities, which requires consideration of the nonhydrostatic component of pressure. The work presents a 3-D nonhydrostatic model in curvilinear coordinates, which is verified on a test problem. Particular attention is paid to the method of solving the 3-D elliptical solver for a nonhydrostatic problem in boundary-matched coordinates and a vertical σ level. The difference in transport through the Lombok Strait is determined by the difference in atmospheric pressure over the Pacific and Indian Oceans. Based on the results of the global simulation, the role of these factors in terms of their variability is analyzed, and the value of nonhydrostatic pressure in the dynamics of the Lombok Strait is revealed and evaluated. The vertical dynamics of the Lombok Strait are considered in detail based on hydrostatic and nonhydrostatic approaches.


2020 ◽  
Vol 102 (9) ◽  
Author(s):  
Kazunori Umeo ◽  
Riho Takikawa ◽  
Takahiro Onimaru ◽  
Makoto Adachi ◽  
Keisuke T. Matsumoto ◽  
...  

2019 ◽  
Vol 50 (8) ◽  
pp. 1205-1216
Author(s):  
Chao Fu ◽  
Bing Du ◽  
Chao Dai ◽  
Pan Li ◽  
Li Lei ◽  
...  

2016 ◽  
Vol 73 (10) ◽  
pp. 4117-4136 ◽  
Author(s):  
Daniel Hernandez-Deckers ◽  
Steven C. Sherwood

Abstract Although the steady, entraining, updraft plume is widely taken as the foundational concept of cumulus convection, past studies show that convection is typically dominated by thermals that are transient, more isotropic in shape, and possess interior vortical circulations. Here, several thousand such thermals are tracked in cloud-resolving simulations of transient growing convective events. Most tracked thermals are small (with radius R < 300 m), ascend at moderate rates (~ 2–4 m s−1), maintain an approximately constant size as they rise, and have brief (4–5 min) lifetimes, although a few are much larger, faster, and/or longer lived. They show slight vertical elongation, but few, if any, would be described as plumes. As convection deepens, thermals originate higher up, are larger, and rise faster, although radius and ascent rate are only weakly correlated among individual thermals. The main force opposing buoyancy is a nonhydrostatic pressure drag, not mixing of momentum. This drag can be expressed in terms of a drag coefficient cd that decreases as convection intensifies: deep convective thermals are less damped, with cd ~ 0.2, while shallow convective thermals are more damped, with cd ~ 0.6. The expected dependence of cd based on theoretical form and wave drag coefficients for a solid sphere is inconsistent with these results, since it predicts the opposite dependence on the Froude number. Thus, a theory for drag on cumulus thermals is not straightforward. Overall, it is argued that thermals are a more realistic prototype for atmospheric deep convection than plumes, at least for the less organized convection types simulated here.


2016 ◽  
Vol 26 (1) ◽  
pp. 27-34
Author(s):  
Nobuyuki KURITA ◽  
Motoi KIMATA ◽  
Hiroyuki SUZUKI ◽  
Takehiko MATSUMOTO ◽  
Keizo MURATA ◽  
...  

2015 ◽  
Vol 12 (05) ◽  
pp. 1550031 ◽  
Author(s):  
Khouane Meftah

In order to model nonlinear breaking waves with moving boundary and coastal sandbar migration; we presented a morphodynamic model, where hydrodynamic equations (free surface flows) and sediment transport equation are solved in a coupled manner. The originality lies in the development of an innovative approach, in which, we project the horizontal velocity onto a basis functions depending only on the variable z and we calculate analytically the vertical velocity and the nonhydrostatic pressure. The choice of basis depends on the problem under consideration. This model is numerically stable because there is no mesh in the vertical direction. This model is accurate because we can directly introduce functions that best fits the physical nature of the flow. Our model is validated through laboratory measurements carried out by Dingemans [1994, J. Comput. Phys. 231, 328–344], Cox and Kobayashi [2000, J. Geophys. Res. 105(c6), 223–236. and Dette et al. [2002, Coast. Eng. 47, 137–177].


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