Abstract
The impact of dredging in the near-shore zone on beach stability has all too often not been understood. The scenario typically involves dredging of a new channel for a port, where the commercial value of the port is high and the designers of the port are not aware that a localised deepening of the seabed can dramatically change the direction of waves passing over the dredged hole. Projects involving such ‘errors’ are rarely publicised. However, if dredging can change near-shore wave characteristics resulting in beach erosion, it must also be possible, by designing the shape of a dredged hole, to create changes to the near-shore waves which promote beach stability. This paper describes such an example and how ‘configuration dredging’ can influence longshore sediment transport in a manner similar to groynes and offshore breakwaters. The paper also outlines the general applicability of the concept.
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Reference
Riedel, H.P. & Byrne, A.P.: ‘Dredging to minimize wave penetration into a harbour’, Proceedings of the 18th International Conference on Coastal Engineering, Cape Town, 1514–1521 ASCE, 1982.
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© 2003 Springer Science+Business Media Dordrecht
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Riedel, H.P., O’Brien, P., Smith, R. (2003). Configuration Dredging — An Alternative to Groynes & Offshore Breakwaters. In: Goudas, C., Katsiaris, G., May, V., Karambas, T. (eds) Soft Shore Protection. Coastal Systems and Continental Margins, vol 7. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-0135-9_10
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DOI: https://doi.org/10.1007/978-94-010-0135-9_10
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-3966-6
Online ISBN: 978-94-010-0135-9
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