Coastal sediment processes in Poole and Christchurch Bays and the effects of coast protection works.
Coastal sediment processes in Poole and Christchurch Bays and the effects of coast protection works.
The research detailed in this thesis illustrates to the coast protection engineer some of the effects of various solutions to coastal engineering problems. The study is based on the analysis of coastal processes and present coast protection schemes in Poole and Christchurch Bays, although the conclusions are of more general application. The data used is derived from available sources and is supplemented by fieldwork of the author. The limited remote sensing data available is utilised to increase the knowledge of the physical processes within the bays. The collection of sediment samples and the surveying of beaches and cliffs together with map analysis and aerial photograph interpretation, have been used to provide an indication of the present and past status of the coastal system. An artificial renourishment scheme conducted in Poole Bay is examined. The scheme has been successful as a coast protection measure in providing a beach to protect the backshore. However, the life of the scheme was found to vary alongshore, diminishing eastward as longshore drift increases. Depending on the duration and conditions experienced during re-nourishment, this research has shown that the beaches should be "topped-up" approximately every seven to eight years. Permeable groynes built on Solent Beach have also proved to be successful, alleviating the erosion problems within their vicinity. Analysis of the beach survey data illustrates the movement and accretion of material on both sides of the groynes. A combination of coast protection measures in central Christchurch Bay is examined. The erosion and evolution of the unprotected frontage between the protected coast-lines of Highcliffe and Barton are considered in conjunction with the general concepts of log-spiral (crenulate) shaped bay development and stability. Finally, the overall effect of coast protection works to littoral drift within the bays is appraised. The future requirements for coast protection within Poole and Christchurch Bays are discussed as are the requirements for further research.
University of Southampton
Lacey, Sarah
9edb31a2-782d-455f-9248-aa71979fe59c
1 April 1985
Lacey, Sarah
9edb31a2-782d-455f-9248-aa71979fe59c
Webber, N.B.
35b67b22-86ae-45ee-a79e-7b8c220b8838
Lacey, Sarah
(1985)
Coastal sediment processes in Poole and Christchurch Bays and the effects of coast protection works.
University of Southampton, Doctoral Thesis, 423pp.
Record type:
Thesis
(Doctoral)
Abstract
The research detailed in this thesis illustrates to the coast protection engineer some of the effects of various solutions to coastal engineering problems. The study is based on the analysis of coastal processes and present coast protection schemes in Poole and Christchurch Bays, although the conclusions are of more general application. The data used is derived from available sources and is supplemented by fieldwork of the author. The limited remote sensing data available is utilised to increase the knowledge of the physical processes within the bays. The collection of sediment samples and the surveying of beaches and cliffs together with map analysis and aerial photograph interpretation, have been used to provide an indication of the present and past status of the coastal system. An artificial renourishment scheme conducted in Poole Bay is examined. The scheme has been successful as a coast protection measure in providing a beach to protect the backshore. However, the life of the scheme was found to vary alongshore, diminishing eastward as longshore drift increases. Depending on the duration and conditions experienced during re-nourishment, this research has shown that the beaches should be "topped-up" approximately every seven to eight years. Permeable groynes built on Solent Beach have also proved to be successful, alleviating the erosion problems within their vicinity. Analysis of the beach survey data illustrates the movement and accretion of material on both sides of the groynes. A combination of coast protection measures in central Christchurch Bay is examined. The erosion and evolution of the unprotected frontage between the protected coast-lines of Highcliffe and Barton are considered in conjunction with the general concepts of log-spiral (crenulate) shaped bay development and stability. Finally, the overall effect of coast protection works to littoral drift within the bays is appraised. The future requirements for coast protection within Poole and Christchurch Bays are discussed as are the requirements for further research.
Text
PhD by S. Lacey 86011671
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Published date: 1 April 1985
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Local EPrints ID: 425359
URI: http://eprints.soton.ac.uk/id/eprint/425359
PURE UUID: 114c903a-9f86-4070-9607-6830f01a1959
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Date deposited: 16 Oct 2018 16:30
Last modified: 02 Aug 2022 17:12
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Contributors
Author:
Sarah Lacey
Thesis advisor:
N.B. Webber
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