1984
DOI: 10.9753/icce.v19.86
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Sand Transport by Wind on a Wet Sand Surface

Abstract: Using those results which were judged to be reasonable among various experiments, an equation predicting the threshold shear velocity on a wet sand surface was obtained. Then, based on a literature survey, results from fundamental experiments, and information obtained from a series of field observation carried out by the authors, a hypothesis to explain the blown sand phenomena on a wet sand surface was developed. Experiments with a well-sorted sand having a median diameter of 0.3 mm showed that the prediction… Show more

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Cited by 26 publications
(40 citation statements)
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“…Whether aeolian sediment transport is transport‐ or availability‐limited depends on the balance between the sediment transport capacity and the sediment availability that are both influenced by bed surface properties. In the literature various concepts to incorporate the influence of bed surface properties in aeolian sediment transport models can be found: the concept of the shear velocity threshold [e.g., Howard , ; Dyer , ; Belly , ; Johnson , ; Hotta et al , ; Nickling and Ecclestone , ; Arens , ]; the concept of critical fetch [e.g., Bauer and Davidson‐Arnott , ; Delgado‐Fernandez , ]; and the concept of explicit availability (or supply) [ de Vries et al , ]. …”
Section: Model Concepts: Sediment Availability Saturated Transport mentioning
confidence: 99%
See 1 more Smart Citation
“…Whether aeolian sediment transport is transport‐ or availability‐limited depends on the balance between the sediment transport capacity and the sediment availability that are both influenced by bed surface properties. In the literature various concepts to incorporate the influence of bed surface properties in aeolian sediment transport models can be found: the concept of the shear velocity threshold [e.g., Howard , ; Dyer , ; Belly , ; Johnson , ; Hotta et al , ; Nickling and Ecclestone , ; Arens , ]; the concept of critical fetch [e.g., Bauer and Davidson‐Arnott , ; Delgado‐Fernandez , ]; and the concept of explicit availability (or supply) [ de Vries et al , ]. …”
Section: Model Concepts: Sediment Availability Saturated Transport mentioning
confidence: 99%
“…Typical bed surface properties that are found along the coast and assumed to explain at least partially the poor performance of aeolian sediment transport models are high moisture contents [e.g., Wiggs et al , ; Davidson‐Arnott et al , ; Darke and McKenna Neuman , ; McKenna Neuman and Sanderson , ; Udo et al , ; Bauer et al , ; Edwards and Namikas , ; Namikas et al , ; Scheidt et al , ], salt crusts [e.g., Nickling and Ecclestone , ], bed slopes [e.g., Iversen and Rasmussen , ], vegetation [e.g., Arens , ; Lancaster and Baas , ; Okin , ; Li et al , ; Dupont et al , ], shell pavements [e.g., van der Wal , ; McKenna Neuman et al , ], and sorted and armored beach surfaces [e.g., Gillette and Stockton , ; Gillies et al , ; Tan et al , ; Cheng et al , ]. The influence of these bed surface properties on aeolian sediment transport has been investigated and often resulted in modified values for the velocity threshold [e.g., Howard , ; Dyer , ; Belly , ; Johnson , ; Hotta et al , ; Nickling and Ecclestone , ; Arens , ; King et al , ].…”
Section: Introductionmentioning
confidence: 99%
“…Horizontal flux ( H ) is defined by where ν is the vegetation fraction, ρ is the air density, g is the acceleration due to gravity, U * is the surface layer friction velocity, and U * t is the threshold friction velocity where A , B , and C are empirical constants; D rep is a bin particle diameter, and W is the 10 cm deep soil moisture. The use of a linear dependence on soil moisture is taken from Hotta et al [1984].…”
Section: Description Of the Camm And The Dust Schemementioning
confidence: 99%
“…Availability can be restricted by a raised threshold value caused by moisture (e.g. Hotta et al ., 1984 ) and surface binding or cementation (e.g. Nickling & Ecclestone, 1981; Nickling, 1984).…”
Section: Sediment Supply Availability and Transport Capacitymentioning
confidence: 99%