Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Jan K. Kostense"'
Publikováno v:
Applied Ocean Research. 14:201-213
The analytical solutions of secord-order long waves generated by the diffraction of short wave groups by a combination of depth and current velocity discontinuities are presented. The incident wave groups consist of two co-linear short waves with sli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69318c79faf6a7e12bcb029efa805535
https://doi.org/10.1016/0141-1187(92)90015-c
https://doi.org/10.1016/0141-1187(92)90015-c
Publikováno v:
Journal of Physical Oceanography. 20:53-59
The generation of long waves by short-wave groups propagating over a shear current is studied. The incident wave groups consist of two co-linear short waves with slightly different frequencies. These short waves are refracted by the shear currents. F
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dff3df13ee62c11eb796934e1a7893c8
https://doi.org/10.1175/1520-0485(1990)020<0053:lwgdtt>2.0.co
https://doi.org/10.1175/1520-0485(1990)020<0053:lwgdtt>2.0.co
Autor:
Gert Klopman, Jan K. Kostense
Publikováno v:
Breaking Waves ISBN: 9783642848490
Large-scale random-wave experiments (H a = 1.3 m, f p = 0.17 Hz, d = 5.0 m) on a vertical circular cylinder (D = 0.5 m), having a roughness of about 60 µm, were performed to study the wave loading in the free surface zone at high Reynolds numbers (u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a6a11ee8af2b2994b2b56fe6d4d1799
https://doi.org/10.1007/978-3-642-84847-6_34
https://doi.org/10.1007/978-3-642-84847-6_34
Autor:
Gert Klopman, Jan K. Kostense
Publikováno v:
Water Wave Kinematics ISBN: 9789401067256
The inertia, drag, inline and transverse force coefficients have been determined for a vertical cylinder of 0.5 m diameter with a relative surface roughness k/D ≅ 1.2 x 10−4 in random waves. Waves with a significant wave height of 1.5 m and a pea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::256e20dffaed71a0d2061040772516d0
https://doi.org/10.1007/978-94-009-0531-3_47
https://doi.org/10.1007/978-94-009-0531-3_47
Publikováno v:
Coastal Engineering 1986.
A finite element model for combined refraction-diffraction problems of linear water waves has been extended to include the effect of various dissipative mechanisms on wave excitation response in harbours of arbitrary shape and variable depth. Especia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aab013a778145f4e26680d35bfefc279
https://doi.org/10.1061/9780872626003.147
https://doi.org/10.1061/9780872626003.147
Publikováno v:
Coastal Engineering Proceedings. 1:2
A finite element model has been developed to study the effect of currents on the wave propagation in and around arbitrarily shaped harbours of variable depth. The model solves an elliptic mild-slope type of equation for time-harmonic waves, and thus
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f666dd0f9a998621dd90da0d8a8f1bc1
https://doi.org/10.9753/icce.v21.2
https://doi.org/10.9753/icce.v21.2
Conference
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