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Physical Protection of the Seabed and Coast by Artificial Reefs

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Book cover Artificial Reefs in European Seas

Abstract

A detailed study was carried out in 1991 to develop a sea defence strategy for the 14 km of eroding coastline between the Norfolk villages of Happisburgh and Winterton, on the English east coast. The strategy was developed to provide protection to this coastline for a period of 50 years. Of the available options for sea defence, an offshore reef system was considered to form the best method to achieve the schemes objectives. The first stage of the strategy was to construct four offshore reefs, or barriers, to the south of Happisburgh (Fig. 1). The scheme will protect several villages and some 6000 ha of low-lying land, including access to the Norfolk Broads, from flooding by the sea. Following completion of the first stage, a review of the strategy has been carried out to compare the predicted performance of the barriers with observations made at the site. A revised strategy has been developed, with further construction phases over a period of 20 years. A series of 10 further reefs, exposed only at low water levels, will be constructed, along with a long-term commitment to beach nourishment. Stage Two of the strategy was completed in July 1997, and comprised five more reefs and beach nourishment with 106 m3 of sand.

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References

  • Ahrens, J.P. and J. Cox. 1990. Design and Performance of Reef Breakwaters. Journal of Coastal Research. 61–75.

    Google Scholar 

  • Barber, P. 1989. Anglian Water NRA Unit. Happisburgh to Winterton Sea Defences. Technical Strategy Report.

    Google Scholar 

  • Brampton, A.H. and J.V. Smallman. 1985. Shore Protection by Offshore Breakwaters. HR Wallingford Report SR 8.

    Google Scholar 

  • CIRIA. 1996. Beach management manual. Report 153.

    Google Scholar 

  • Clayton, K.M., I.N. McCave and C.E. Vincent. 1983. The establishment of a sand budget for the East Anglian coast and its implications for coastal stability. In: Shoreline Protection. Thomas Telford Ltd., London, pp. 91–96.

    Google Scholar 

  • Dally, W.R. and J. Pope. 1986. Detached Breakwaters for Shore Protection. Technical Report CERC-86-1. US Army Corps of Engineers.

    Google Scholar 

  • Danish Hydraulic Institute. 1991. Happisburgh to Winterton. Sea Defences. Hydraulic Investigations, May 1991.

    Google Scholar 

  • Halcrow. 1991. Sea Defences-Norfolk. Happisburgh to Winterton. Final Report on Proposed Sea Defences. Volumes 1 and 2.

    Google Scholar 

  • Halcrow. 1995a. Sea Defences-Norfolk. Happisburgh to Winterton. Report on Urgent Works in Stage Two. Volume 1. Halcrow. 1995b. Sea Defences-Norfolk. Happisburgh to Winterton. Strategic Monitoring. October, 1995. Halcrow. 1995c. Sea Defences-Norfolk. Happisburgh to Winterton. Bathymetric and Beach Level Changes, November 1990 to January 1995.

    Google Scholar 

  • Halcrow. 1995d. Sea Defences-Norfolk. Happisburgh to Winterton. Report on Urgent Works in Stage Two. Volume 2.

    Google Scholar 

  • Halcrow. 1996a. Happisburgh to Winterton Sea Defences. Strategy Review.

    Google Scholar 

  • Halcrow. 1996b. Happisburgh to Winterton Sea Defences: Stage Two. Environmental Statement.

    Google Scholar 

  • Harland, M.G. and H.J. Harland. 1980. The Flooding of Eastern England. Minimax Books Ltd, Peterborough.

    Google Scholar 

  • Ministry of Agriculture, Fisheries and Food. 1993. Flood and Coastal Defence: Project Appraisal Guidance Notes.

    Google Scholar 

  • National Rivers Authority. 1989. Sea Defences, Norfolk. Happisburgh to Winterton. Engineer’s Report. (As revised December 1989.)

    Google Scholar 

  • National Rivers Authority. 1991. Update to Engineer’s Report of December 1989.

    Google Scholar 

  • Ozasa, H. and A.H. Brampton. 1980. Mathematical Modelling of Beaches Backed by Seawalls. Coastal Engineering. 4

    Google Scholar 

  • Penning-Rowsell, E.C., C.H. Green, P.M. Thompson, A.M. Coker, S.M. Tunstall, C. Richards and D.J. Parker. 1992. The Economics of Coastal Management: A Manual of Benefits Assessment Techniques. Belhaven Press, London.

    Google Scholar 

  • Perlin, M. and R.G. Dean. 1983. A numerical Model to simulate sediment transport in the vicinity of coastal structures. US Army Corps of Engineers, Misc Report No. 83–10.

    Google Scholar 

  • Pope, J. and J.L. Dean. 1986. Development of design criteria for segmented breakwaters. Proceedings, 20th International Conference on Coastal Engineering. Taipei, Taiwan. American Society of Civil Engineers, 2144–2158.

    Google Scholar 

  • Seiji, W.N., T. Uda and S. Tanaka. 1987. Statistical study on the effect and stability of detached breakwaters. Coastal Engineering in Japan. 30: 131–141.

    Google Scholar 

  • Soil mechanics. 1993. Geotechnical Investigation, Scheme 41306. Report 7797.

    Google Scholar 

  • Suh, K. and R.A. Dalrymple. 1987. Offshore Breakwaters in Laboratory and Field. Journal, Waterway, Port, Coastal and Ocean Engineering. 113: 105–121.

    Article  Google Scholar 

  • US Army Corps of Engineers. 1993. Engineering Design Guidance for Detached Breakwaters as Shoreline Stabilization Structures. Technical Report CERC-93-19.

    Google Scholar 

  • Wallace, H.M. 1994. COSMOS-2D (Version 2.3): Nearshore sediment transport model. Description of model structure and input. HR Wallingford Report IT388 (Revision B).

    Google Scholar 

  • Wallingford, H.R. 1994. Effectiveness of Control Structures on Shingle Beaches. Physical Model Studies. Report. SR387.

    Google Scholar 

  • Waverley Committee. 1954. Recommendations of the Waverley Committee. Report of the Departmental Committee on Coastal Flooding. Cmd 9165. HMSO.

    Google Scholar 

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Hamer, B., Gardner, J., Runcie, R. (2000). Physical Protection of the Seabed and Coast by Artificial Reefs. In: Jensen, A.C., Collins, K.J., Lockwood, A.P.M. (eds) Artificial Reefs in European Seas. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4215-1_24

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  • DOI: https://doi.org/10.1007/978-94-011-4215-1_24

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-0-7923-6144-2

  • Online ISBN: 978-94-011-4215-1

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