2020
DOI: 10.1371/journal.pone.0226983
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Regional versus local wind speed and direction at a narrow beach with a high and steep foredune

Abstract: Dune growth and post-storm recovery of foredune systems is predominantly determined by the aeolian sand transport through the beach-dune interface. Potential sand transport rates, estimated with empirical transport equations using regionally representative wind conditions, are generally too high. This positive bias might be, at least partly, due to the effect of the beach and foredune topography on the regional airflow. Here, we investigate the relation between local (on the beach) and regional wind velocities… Show more

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Cited by 15 publications
(33 citation statements)
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“…The amount of sand that reaches the dune foot (implementing the cosine effect) is 3.7 × 10 4 kg/m and 2.7 × 10 4 kg/m for q p and q a , respectively. This amount is larger than observed (see also [13]), as the dune volume at this site increases with 2.3 × 10 4 kg/m/year during accretion periods [57]. An interesting future step is to calculate aeolian transport rates in supply-limited conditions, like the AeoLis model developed by [58].…”
Section: Relevance Of Days With Limited Transportmentioning
confidence: 81%
See 2 more Smart Citations
“…The amount of sand that reaches the dune foot (implementing the cosine effect) is 3.7 × 10 4 kg/m and 2.7 × 10 4 kg/m for q p and q a , respectively. This amount is larger than observed (see also [13]), as the dune volume at this site increases with 2.3 × 10 4 kg/m/year during accretion periods [57]. An interesting future step is to calculate aeolian transport rates in supply-limited conditions, like the AeoLis model developed by [58].…”
Section: Relevance Of Days With Limited Transportmentioning
confidence: 81%
“…Refs. [13,51] illustrated with detailed wind measurements at the study site that the regional (IJmuiden) wind speed generally overestimates local wind speed, especially when the wind is blowing onshore. Here, we adapt the wind direction (θ) dependent correction factors proposed by [51] to translate regional into local wind speeds and use these local wind speeds to calculate the critical fetch and the potential transport.…”
Section: Model Set-upmentioning
confidence: 94%
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“…However, this study used regional wind data, and according to a field campaign at the study site in 2017, the local wind (i.e., on the beach) is often weaker than the regional one because of the presence of the high foredune with a steep seaward side. Ruessink et al (2018b) and de Winter et al (2020) illustrated with detailed wind measurements at the study site that the regional (IJmuiden) wind speed generally overestimates local wind speed, especially when the wind is blowing onshore. Here, we adapt the wind direction (θ) dependent correction factors proposed by Ruessink et al (2018b) to translate regional into local wind speeds and use these local wind speeds to calculate the critical fetch and the potential transport.…”
Section: Model Set-upmentioning
confidence: 95%
“…Time-averaged aeolian transport models often use only grain size and wind shear velocity (Hsu, 1974;Davidson-Arnott and Law, 1996;Bauer and Davidson-Arnott, 2002;Sherman et al, 2013a). This provides good results under controlled conditions, with a dry, horizontal surface, uniform grain size and steady wind, but transport on a natural beach is also affected by, for example, the moisture content of the sand, the beach slope, the bed roughness, and wind deflection by the foredune (e.g., Delgado-Fernandez and Davidson-Arnott, 2011;Edwards and Namikas, 2009;Wiggs et al, 2004;Nield et al, 2013;Nield et al, 2014;Bauer and Davidson-Arnott, 2002;Svasek and Terwindt, 1974;Davidson-Arnott and Law, 1996;Jackson and Nordstrom, 1998;Sherman et al, 1998;de Winter et al, 2020). The computed volume of wind-blown sand often exceeds the volume deposited on the foredune, with the latest reaching values as small as 15% of the former when the beach is narrow (Svasek and Terwindt, 1974;Bauer et al, 1996;Davidson-Arnott and Law, 1996;Jackson and Nordstrom, 1998;Sherman et al, 1998;Bauer et al, 2009).…”
Section: Chapter 4 41 Introductionmentioning
confidence: 99%