Details
Original language | English |
---|---|
Pages (from-to) | 170-187 |
Number of pages | 18 |
Journal | Coastal Engineering |
Volume | 127 |
Publication status | Published - 18 Jul 2017 |
Abstract
Ship-borne waves are of significant interest for the design of port and waterway infrastructure and the maintenance of its surrounding environment. Computation of these nonlinear and dispersive waves has mainly been focusing on their near-field generation as a fluid-body interaction problem. This study presents an approach for the computation of ship waves generated by a moving pressure disturbance with phase-resolving and depth-averaged equations. To support a wide range of applicability, the paper deals with the evolution of the vessel wedge compared to an analytical solution for sub-to supercritical speeds and the assessment of wave patterns from a broad range of pressure term dimensions, including cross-references to findings in other studies. The conducted numerical experiments showcase the typical response of a Boussinesq-type model to a simplified moving pressure disturbance and identify the main factors and criteria for ship-wave propagation in the far-field of a vessel. Finally, a unique field dataset underlines the capability of an extended Boussinesq-type model to compute the propagation of vessel waves over an irregular bathymetry.
ASJC Scopus subject areas
- Environmental Science(all)
- Environmental Engineering
- Engineering(all)
- Ocean Engineering
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
In: Coastal Engineering, Vol. 127, 18.07.2017, p. 170-187.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Generation and propagation of ship-borne waves
T2 - Solutions from a Boussinesq-type model
AU - David, C. Gabriel
AU - Roeber, Volker
AU - Goseberg, Nils
AU - Schlurmann, Torsten
N1 - Cited By :15 Export Date: 1 February 2021 Funding details: Japan Society for the Promotion of Science, JSPS, 15K06224
PY - 2017/7/18
Y1 - 2017/7/18
N2 - Ship-borne waves are of significant interest for the design of port and waterway infrastructure and the maintenance of its surrounding environment. Computation of these nonlinear and dispersive waves has mainly been focusing on their near-field generation as a fluid-body interaction problem. This study presents an approach for the computation of ship waves generated by a moving pressure disturbance with phase-resolving and depth-averaged equations. To support a wide range of applicability, the paper deals with the evolution of the vessel wedge compared to an analytical solution for sub-to supercritical speeds and the assessment of wave patterns from a broad range of pressure term dimensions, including cross-references to findings in other studies. The conducted numerical experiments showcase the typical response of a Boussinesq-type model to a simplified moving pressure disturbance and identify the main factors and criteria for ship-wave propagation in the far-field of a vessel. Finally, a unique field dataset underlines the capability of an extended Boussinesq-type model to compute the propagation of vessel waves over an irregular bathymetry.
AB - Ship-borne waves are of significant interest for the design of port and waterway infrastructure and the maintenance of its surrounding environment. Computation of these nonlinear and dispersive waves has mainly been focusing on their near-field generation as a fluid-body interaction problem. This study presents an approach for the computation of ship waves generated by a moving pressure disturbance with phase-resolving and depth-averaged equations. To support a wide range of applicability, the paper deals with the evolution of the vessel wedge compared to an analytical solution for sub-to supercritical speeds and the assessment of wave patterns from a broad range of pressure term dimensions, including cross-references to findings in other studies. The conducted numerical experiments showcase the typical response of a Boussinesq-type model to a simplified moving pressure disturbance and identify the main factors and criteria for ship-wave propagation in the far-field of a vessel. Finally, a unique field dataset underlines the capability of an extended Boussinesq-type model to compute the propagation of vessel waves over an irregular bathymetry.
KW - Boussinesq-type equations
KW - Kelvin wedge
KW - Ship waves
KW - Vessel wake
KW - Waterway and port engineering
KW - Coastal engineering
KW - Ships
KW - Wave propagation
KW - Boussinesq-type models
KW - Depth-averaged equations
KW - Irregular bathymetries
KW - Surrounding environment
KW - Waterway infrastructure
KW - Water waves
KW - Boussinesq equation
KW - Kelvin wave
KW - port operation
KW - ship motion
KW - vessel
KW - wake
KW - waterway transport
KW - wave generation
KW - wave propagation
KW - wave-structure interaction
UR - http://www.scopus.com/inward/record.url?scp=85024090880&partnerID=8YFLogxK
U2 - 10.1016/j.coastaleng.2017.07.001
DO - 10.1016/j.coastaleng.2017.07.001
M3 - Article
AN - SCOPUS:85024090880
VL - 127
SP - 170
EP - 187
JO - Coastal Engineering
JF - Coastal Engineering
SN - 0378-3839
ER -