Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Ming Hung Cheng"'
Publikováno v:
Proceeding of 8th Thermal and Fluids Engineering Conference (TFEC).
Publikováno v:
AIP Advances, Vol 7, Iss 9, Pp 095309-095309-19 (2017)
Numerical simulations are performed to investigate the effect of wave amplitude in a numerical wave tank on the evolution of a convex mode-2 internal solitary wave (ISW) propagating over a pseudo slope-shelf. A finite volume method based on a Cartesi
Externí odkaz:
https://doaj.org/article/e9597433311443ffb64d057e9bbf7519
In South China Sea, internal solitary waves (ISWs) exist in a density stratified flow and usually generated by the tide-topography. Due to its large amplitudes up to 170m and strong velocity difference exceeding 2.4 ms-1 between its upper and lower w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ad76f58f1cf07a4a467d982ed52ccca
https://doi.org/10.5194/egusphere-egu2020-620
https://doi.org/10.5194/egusphere-egu2020-620
Publikováno v:
International Journal of Engineering and Technology. 9:89-96
Publikováno v:
Ocean Engineering. 130:126-141
A permeable seabed may influence the evolution of an internal solitary wave propagating on a continental shelf and nearshore. In order to study the porous effect, numerical simulations are performed to investigate the flow field and waveform inversio
Publikováno v:
Applied Ocean Research. 59:236-253
Numerical simulations are performed to investigate the influence of variable front slopes on flow evolution and waveform inversion of a depression ISW (internal solitary wave) over an idealized shelf with variable front slopes. A finite volume based
Publikováno v:
Applied Ocean Research. 95:102016
A finite volume method based 3D Cartesian grids is developed to study the effect of cylinder diameter on the evolution of a depression internal solitary wave (ISW) with different initial wave amplitudes across a vertical cylinder. This method solves
Autor:
Ming-Hung Cheng, 鄭名宏
106
Soil depth and soil–bedrock interface locations are critical indexes for land utilization and management. The soil–bedrock interface is also a crucial boundary affecting slope stability and hydrological dynamics. Therefore, obtaining com
Soil depth and soil–bedrock interface locations are critical indexes for land utilization and management. The soil–bedrock interface is also a crucial boundary affecting slope stability and hydrological dynamics. Therefore, obtaining com
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/x726j4
Publikováno v:
Wave Motion. 55:48-72
Numerical simulations are performed to investigate the flow evolution of a depression ISW propagating over a submerged ridge. A finite volume based Cartesian grid method is adopted to solve the Reynolds averaged Navier–Stokes equations using a k
Publikováno v:
Applied Ocean Research. 48:277-291
Numerical simulations are performed to investigate the flow evolution of a depression ISW generated by gravity collapse in a fluid system with a density pycnocline. A finite volume based Cartesian grid method is adopted to directly resolve the Navier