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contributor authorPing Dong
contributor authorFausto Guzzetti
date accessioned2017-05-08T21:10:34Z
date available2017-05-08T21:10:34Z
date copyrightJanuary 2005
date issued2005
identifier other%28asce%290733-950x%282005%29131%3A1%2837%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41556
description abstractPredicting the retreat of a coastal soft cliff is a difficult and uncertain operation, which has both theoretical and practical significance. Recession of soft cliffs occurs through a combination of processes, including slope failures and surface erosion, that are difficult to model jointly. Deterministic models for predicting coastal retreat are hampered by the complex nature of coastal erosion, which is highly nonuniform in space and episodic in time. To overcome these limitations, stochastic approaches have been proposed. These models assume distributions for the size and the time of the recession events. In this paper we investigate the frequency-size statistics of soft-cliff erosion based on two historical datasets of coastal retreat measurements at two sites in England. We find that the two datasets exhibit a similar behavior. The frequency of the recessions decreases with increasing size of the retreat. For small retreats the decrease is slow. For medium to large retreats the decrease is rapid and follows a power law. The frequency-size statistics of soft-cliff erosion is similar to the statistics of medium to large landslide areas, which are also power-law distributed. This is a significant but not conclusive result. More data are needed to confirm this finding.
publisherAmerican Society of Civil Engineers
titleFrequency-Size Statistics of Coastal Soft-Cliff Erosion
typeJournal Paper
journal volume131
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2005)131:1(37)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 001
contenttypeFulltext


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