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Titlebook: Waves and Nonlinear Processes in Hydrodynamics; John Grue,Bj?rn Gjevik,Jan Erik Weber Book 1996 Kluwer Academic Publishers 1996 Ocean.Scal

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樓主: 弄碎
21#
發(fā)表于 2025-3-25 03:45:07 | 只看該作者
22#
發(fā)表于 2025-3-25 11:23:35 | 只看該作者
23#
發(fā)表于 2025-3-25 14:19:52 | 只看該作者
Experiences from Comparing Theory with Environmental and Platform Datas on up to three subsea templates, where one is already installed 8 km from the TLP. The oil is partly processed on the TLP and exported via a 20 inch oil export riser/flowline and a 9 3/4 inch gas export riser/flowline to Statfjord for further processing and export.
24#
發(fā)表于 2025-3-25 16:37:19 | 只看該作者
Nonlinear Scattering of Long Waves by a Vertical Cylinderhe free surface, the column radius . is the most important geometrical length scale. Typical values of . are on the order of 10 meters. The usual theoretical description applies to the ‘diffraction regime’ . = O(1).
25#
發(fā)表于 2025-3-25 21:38:21 | 只看該作者
Finite Elements for the Boussinesq Wave Equationstational point of view the main advantage of such depth integrated long wave models is that the mathematical problem is two-dimensional, which enables simulation in domains of much larger extents than with techniques based on more general wave equations
26#
發(fā)表于 2025-3-26 03:47:04 | 只看該作者
27#
發(fā)表于 2025-3-26 08:05:08 | 只看該作者
Nonlinear Scattering of Long Waves by a Vertical Cylinderhe free surface, the column radius . is the most important geometrical length scale. Typical values of . are on the order of 10 meters. The usual theoretical description applies to the ‘diffraction regime’ . = O(1).
28#
發(fā)表于 2025-3-26 11:47:11 | 只看該作者
29#
發(fā)表于 2025-3-26 14:22:03 | 只看該作者
0926-5112 lo. In view of his outstanding achievements as teacher and scientist a symposium entitled "Waves and Nonlinear Processes in Hydrodynamics" was held in his honour from the 17th to the 19th November 1994 in the locations of The Norwegian Academy of Science and Letters in Oslo. The topics of the sympos
30#
發(fā)表于 2025-3-26 19:25:48 | 只看該作者
On the Motion of a Rigid Body in Non-Uniform Flowshe system. Thus, one can expect to obtain some sort of a connection between the expressions for the forces acting on a body moving in a potential weakly non-uniform flow field and the forces acting on the same body in a specially chosen weak . flow field, as proposed by Miloh (1994) §4.
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