An evaluation of design factors and performance of groynes

Ping Dong

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Groynes are among the oldest structures in wide use today for controlling coastal erosion. Due to the complexities of the physical processes involved, predictions of groyne performance are not always reliable despite the prolific use of sophisticated numerical models. Site specific knowledge obtained from post-construction monitoring remains an indispensable source of knowledge for engineers in designing groynes. This paper reports the analysis of a recently conducted questionnaire survey on the most important factors which influence the design of groynes and perception of the performance of existing groynes. It was found that the greatest importance was placed on the effectiveness of groynes in holding sediment locally while the least importance was placed on the negative effects that building groynes can have on both the natural and human environments. It was also found that a large proportion of the existing groynes seemed to have achieved their design objectives with the rock groynes performing particularly well.
    Original languageEnglish
    Title of host publicationCoastal Engineering VI
    Subtitle of host publicationcomputer modelling and experimental measurements of seas and coastal regions
    EditorsC. A. Brebbia, D. Almorza, F. Lopez-Aguayo
    PublisherWIT Press
    ISBN (Print)1853129771, 9781853129773
    DOIs
    Publication statusPublished - 2003
    EventSixth International Conference on Computer Modelling and Experimental Measurements of Seas and Coastal Regions - Cadiz, Spain
    Duration: 23 Jun 200325 Jun 2003

    Publication series

    NameEnivronmental Studies
    Volume9

    Conference

    ConferenceSixth International Conference on Computer Modelling and Experimental Measurements of Seas and Coastal Regions
    Abbreviated titleCoastal Engineering VI
    Country/TerritorySpain
    CityCadiz
    Period23/06/0325/06/03

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