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K. Qu

Researcher at Changsha University of Science and Technology

Publications -  39
Citations -  622

K. Qu is an academic researcher from Changsha University of Science and Technology. The author has contributed to research in topics: Wave height & Finite volume method. The author has an hindex of 14, co-authored 35 publications receiving 388 citations. Previous affiliations of K. Qu include City University of New York & City College of New York.

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Numerical investigation of tsunami-like wave hydrodynamic characteristics and its comparison with solitary wave

TL;DR: In this article, the authors presented numerical simulation results based on a tsunami-like wave generated based on the observed tsunami wave profile measured in the Tohoku tsunami, which was numerically generated with an internal wave source method with a two-phase incompressible flow model with a volume of fluid (VOF) method to capture the free surface, and a finite volume scheme was used to solve all the governing equations.
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High-resolution survey of tidal energy towards power generation and influence of sea-level-rise: A case study at coast of New Jersey, USA

TL;DR: In this article, a detailed assessment of the marine hydrokinetic (MHK) energy in the Might-Atlantic-Bight (MAB) is presented, and a case study on the distribution and top sites of MHK energy within the MAB with emphasis on the New Jersey (NJ) coastlines.
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An overset grid method for integration of fully 3D fluid dynamics and geophysics fluid dynamics models to simulate multiphysics coastal ocean flows

TL;DR: This paper presents a hybrid modeling system for coastal ocean flows involved with distinct physical phenomena occurring at a vast range of spatial and temporal scales that consists of a fully three dimensional (3D) fluid dynamics model and a geophysical fluid dynamicsmodel, which couple with each other in two-way and march in time simultaneously.
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Hydrodynamic Effects of Solitary Waves Impinging on a Bridge Deck with Air Vents

TL;DR: Air vents in bridge decks are considered one potential measure for mitigating risk of damage to coastal bridges caused by extreme storm surge because they may reduce hydrodynamic uplift and therefore reduce the risk of flooding.