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The evolution of an equilibrium bay

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The evolution of an equilibrium bay. / Ilic, S.; Chadwick, A. J.; Pan, S. et al.
Coastal Dynamics 2001. American Society of Civil Engineers (ASCE), 2001. p. 16-25 (Coastal Dynamics 2001).

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Harvard

Ilic, S, Chadwick, AJ, Pan, S, Simmonds, D & O'Connor, B 2001, The evolution of an equilibrium bay. in Coastal Dynamics 2001. Coastal Dynamics 2001, American Society of Civil Engineers (ASCE), pp. 16-25, 4th Conference on Coastal Dynamics, Lund, Sweden, 11/06/01. https://doi.org/10.1061/40566(260)2

APA

Ilic, S., Chadwick, A. J., Pan, S., Simmonds, D., & O'Connor, B. (2001). The evolution of an equilibrium bay. In Coastal Dynamics 2001 (pp. 16-25). (Coastal Dynamics 2001). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/40566(260)2

Vancouver

Ilic S, Chadwick AJ, Pan S, Simmonds D, O'Connor B. The evolution of an equilibrium bay. In Coastal Dynamics 2001. American Society of Civil Engineers (ASCE). 2001. p. 16-25. (Coastal Dynamics 2001). doi: 10.1061/40566(260)2

Author

Ilic, S. ; Chadwick, A. J. ; Pan, S. et al. / The evolution of an equilibrium bay. Coastal Dynamics 2001. American Society of Civil Engineers (ASCE), 2001. pp. 16-25 (Coastal Dynamics 2001).

Bibtex

@inproceedings{488efe1128924b20b3297696d73e4d8c,
title = "The evolution of an equilibrium bay",
abstract = "This paper reports on laboratory morphological studies of a shore-parallel porous breakwater system. A physical model study of the Elmer breakwater scheme, West Sussex, was conducted in the UK Coastal Research Facility (UKCRF) at HR Wallingford as part of an EPSRC-funded composite model evaluation (LUPY project). Mobile bed experiments, using both sand and anthracite as model sediments are described and discussed. Subsequent analysis showed that the evolution of equilibrium bays and their final width depend not only on the breakwater length and gap width, but also on the properties of the chosen model sediment and the permeability of the structure. It was also found that the 3D morphological changes influence the hydrodynamics, which in turn influences the evolution of the equilibrium morphological features.",
author = "S. Ilic and Chadwick, {A. J.} and S. Pan and D. Simmonds and B. O'Connor",
year = "2001",
month = jan,
day = "1",
doi = "10.1061/40566(260)2",
language = "English",
isbn = "0784405662",
series = "Coastal Dynamics 2001",
publisher = "American Society of Civil Engineers (ASCE)",
pages = "16--25",
booktitle = "Coastal Dynamics 2001",
address = "United States",
note = "4th Conference on Coastal Dynamics ; Conference date: 11-06-2001 Through 15-06-2001",

}

RIS

TY - GEN

T1 - The evolution of an equilibrium bay

AU - Ilic, S.

AU - Chadwick, A. J.

AU - Pan, S.

AU - Simmonds, D.

AU - O'Connor, B.

PY - 2001/1/1

Y1 - 2001/1/1

N2 - This paper reports on laboratory morphological studies of a shore-parallel porous breakwater system. A physical model study of the Elmer breakwater scheme, West Sussex, was conducted in the UK Coastal Research Facility (UKCRF) at HR Wallingford as part of an EPSRC-funded composite model evaluation (LUPY project). Mobile bed experiments, using both sand and anthracite as model sediments are described and discussed. Subsequent analysis showed that the evolution of equilibrium bays and their final width depend not only on the breakwater length and gap width, but also on the properties of the chosen model sediment and the permeability of the structure. It was also found that the 3D morphological changes influence the hydrodynamics, which in turn influences the evolution of the equilibrium morphological features.

AB - This paper reports on laboratory morphological studies of a shore-parallel porous breakwater system. A physical model study of the Elmer breakwater scheme, West Sussex, was conducted in the UK Coastal Research Facility (UKCRF) at HR Wallingford as part of an EPSRC-funded composite model evaluation (LUPY project). Mobile bed experiments, using both sand and anthracite as model sediments are described and discussed. Subsequent analysis showed that the evolution of equilibrium bays and their final width depend not only on the breakwater length and gap width, but also on the properties of the chosen model sediment and the permeability of the structure. It was also found that the 3D morphological changes influence the hydrodynamics, which in turn influences the evolution of the equilibrium morphological features.

U2 - 10.1061/40566(260)2

DO - 10.1061/40566(260)2

M3 - Conference contribution/Paper

AN - SCOPUS:33244475991

SN - 0784405662

SN - 9780784405666

T3 - Coastal Dynamics 2001

SP - 16

EP - 25

BT - Coastal Dynamics 2001

PB - American Society of Civil Engineers (ASCE)

T2 - 4th Conference on Coastal Dynamics

Y2 - 11 June 2001 through 15 June 2001

ER -