Open WL Archief (OWA)

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Het OWA, het open archief van het Waterbouwkundig Laboratorium heeft tot doel alle vrij toegankelijke onderzoeksresultaten van dit instituut in digitale vorm aan te bieden. Op die manier wil het de zichtbaarheid, verspreiding en gebruik van deze onderzoeksresultaten, alsook de wetenschappelijke communicatie maximaal bevorderen.

Dit archief wordt uitgebouwd en beheerd volgens de principes van de Open Access Movement, en het daaruit ontstane Open Archives Initiative.

Basisinformatie over ‘Open Access to scholarly information'.

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mandje (1): toevoegen | toon

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one publication added to basket [225353]
Beach erosion and recovery Kobayashi, N.; Jung, H. (2012). Beach erosion and recovery. J. Waterway Port Coast. Ocean Eng. 138(6): 473-483. http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000147 In: Journal of Waterway, Port, Coastal, and Ocean Engineering. American Society of Civil Engineers (ASCE): New York, N.Y.. ISSN 0733-950X; e-ISSN 1943-5460, meer

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Beschikbaar in	Auteurs
VLIZ: Open Theseus Archive 246713 [ download pdf ]

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Trefwoorden

Erosion Hazards > Weather hazards > Storms Recovery Sands Topographic features > Beach features > Dunes Topographic features > Landforms > Coastal landforms > Beaches Marien/Kust

Author keywords

Beach; Sand; Dune; Erosion; Storm; Recovery

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Project	Top | Auteurs
Innovative coastal technologies for safer European coasts in a changing climate, meer

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Auteurs		Top
Kobayashi, N. Jung, H.

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Abstract

Our capability for predicting beach and dune erosion has improved in the last three decades, but the recovery of an eroded beach above the mean sea level (MSL) cannot be predicted at present. The cycle of beach erosion and recovery will need to be predicted for the long-term maintenance of a sand beach with a dune for coastal flooding reduction. The cross-shore numerical model (CSHORE) is extended and evaluated using natural beach erosion and recovery data along 16 cross-shore lines spanning 5 km alongshore for the duration of 272 days. The CSHORE predicts beach and dune erosion fairly well, as has been shown in previous comparisons. The bed-load formula used in the CSHORE is adjusted to predict the accreted beach profile with a berm. The computed beach profile evolutions are shown to be affected little by the alongshore gradient of the longshore sediment transport rate along the straight beach. The extended CSHORE predicts both erosion and accretion above MSL within a factor of about 2.

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