Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Yu-Xiu Yu"'
Publikováno v:
Ocean Engineering. 54:132-141
A numerical model is built by using an improved VOF method coupled with an incompressible Navier–Stokes solver. Exploiting the model, the freak wave formation due to the dispersive focusing mechanism is investigated numerically without uneven botto
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d69d68c599885021bded895ae00365a1
https://doi.org/10.1016/j.oceaneng.2012.06.021
https://doi.org/10.1016/j.oceaneng.2012.06.021
Publikováno v:
China Ocean Engineering. 26:205-216
When studying the harbor water tranquility, cases are often confronted as that the verification point is not located on the generation line or that the angle between the generation line and the isobath is so large that the differences of the wave cli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad46bdf1825cd5e9abdb844e41be2988
https://doi.org/10.1007/s13344-012-0016-2
https://doi.org/10.1007/s13344-012-0016-2
Publikováno v:
Coastal Engineering Journal. 49:103-126
A three-dimensional numerical model based on the potential wave theory is developed for nonlinear irregular wave motion. The σ-transformation is employed to map the irregular and time-dependent domain of definition of the physical problem onto a str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e829ea549a6212d968ae1cc4b066ba8a
https://doi.org/10.1142/s0578563407001563
https://doi.org/10.1142/s0578563407001563
Autor:
Yu-Xiu Yu, Xiao-Liang Li
Publikováno v:
Coastal Engineering Journal. 49:77-101
The wave overtopping performances of sloping seawall under oblique and multi-directional irregular waves are studied, by 3D physical model tests. The effects of some main parameters, such as relati...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd56483e0d6d9af459dad19889fa7b04
https://doi.org/10.1142/s057856340700154x
https://doi.org/10.1142/s057856340700154x
Publikováno v:
Journal of Hydrodynamics. 18:512-519
Comprehensive 3D model tests and numerical simulation were performed to study the effects of wave obliquity and multidirectionality on the wave forces acting on vertical breakwaters. The variation of wave forces acting on the unit length of a breakwa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f76c2f2817f3415328ba67561437d56
https://doi.org/10.1016/s1001-6058(06)60128-5
https://doi.org/10.1016/s1001-6058(06)60128-5
Publikováno v:
Coastal Engineering Journal. 47:183-204
Based on oblique irregular wave physical model tests, the hydraulic characteristics of the semicircular breakwater are studied in this paper. The variations of wave forces on unit length of semicir...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fe1f4f7a6fd23706f7994f17772d6d4
https://doi.org/10.1142/s0578563405001264
https://doi.org/10.1142/s0578563405001264
Publikováno v:
Applied Mathematical Modelling. 29:1-17
One of the possible methods to deal with the reflecting waves at the incident boundary in numerical modeling is to generate waves in the computation domain and absorb the outgoing waves at the incident boundary. A source function is introduced into t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0f549e6f417cf200444e3e6b85671a6
https://doi.org/10.1016/j.apm.2004.07.005
https://doi.org/10.1016/j.apm.2004.07.005
Publikováno v:
Coastal Engineering Journal. 44:179-201
An extensive 3D model test program has been performed to study the effects of wave obliquity and multidirectionality on the stability of armour units on rubble mound breakwater. Four types of armour units — dolosse, Accropode, hollow-square and qua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d732f034c44e90e71749dccadfdeb4f
https://doi.org/10.1142/s0578563402000482
https://doi.org/10.1142/s0578563402000482
Autor:
Yu-xiu Yu, Ning-chuan Zhang
Publikováno v:
Coastal Engineering 1998.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccd5fa1dcbe83dadcedc907247ad9779
https://doi.org/10.1061/9780784404119.027
https://doi.org/10.1061/9780784404119.027
Publikováno v:
Coastal Engineering 1996.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0200072354b5a6f0734e3a1e78b26722
https://doi.org/10.1061/9780784402429.033
https://doi.org/10.1061/9780784402429.033