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Solving Coastal Conundrums
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Emerald Publishing Limited
DOI:
https://doi.org/10.1680/scc.42377
ISBN print:
978-0-7277-4237-7
Publication date:
2002
Book Chapter

PAPER NO: 325 Overtopping of Seawalls under Oblique and 3-D Wave Conditions

By
N. Napp;
N. Napp
1Edinburgh University, Division of Engineering, King's Buildings, Edinburgh, EH9 3JL UK
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J. Pearson;
J. Pearson
2Division of Engineering, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL UK
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S. Richardson;
S. Richardson
3Manchester Metropolitan University, Chester Street, Manchester, M1 5GD
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T. Bruce;
T. Bruce
4Division of Engineering, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL UK
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W. Allsop;
W. Allsop
5University of Sheffield; Technical Director, Maritime Structures, HR Wallingford, OX10 8BA
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T. Pullen
T. Pullen
6Coastal Structures Group, HR Wallingford, 0X10 8BA
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Author and Other Information
N. Napp
1Edinburgh University, Division of Engineering, King's Buildings, Edinburgh, EH9 3JL UK
J. Pearson
2Division of Engineering, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL UK
S. Richardson
3Manchester Metropolitan University, Chester Street, Manchester, M1 5GD
T. Bruce
4Division of Engineering, University of Edinburgh, King's Buildings, Edinburgh, EH9 3JL UK
W. Allsop
5University of Sheffield; Technical Director, Maritime Structures, HR Wallingford, OX10 8BA
T. Pullen
6Coastal Structures Group, HR Wallingford, 0X10 8BA
Doi:
https://doi.org/10.1680/scc.42377.0323
  • Published:
    2002

  • 1 Problem

  • 2 Solution

  • Acknowledgements

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