2011
DOI: 10.1016/j.geomorph.2011.04.016
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Comparative efficiency testing for a newly designed cyclone type sediment trap for wind erosion measurements

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Cited by 37 publications
(41 citation statements)
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References 29 publications
(29 reference statements)
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“…The results revealed almost seven times higher efficiencies for BEST than MWAC for the particle size of < 100 µm, and the efficiency of BEST for < 100 µm was 75-90% while MWAC resulted in efficiencies about 10-20%. However, in previous studies, particularly with sand of relatively larger particle sizes, MWAC had much better efficiencies than those found by Basaran et al (2011).…”
mentioning
confidence: 58%
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“…The results revealed almost seven times higher efficiencies for BEST than MWAC for the particle size of < 100 µm, and the efficiency of BEST for < 100 µm was 75-90% while MWAC resulted in efficiencies about 10-20%. However, in previous studies, particularly with sand of relatively larger particle sizes, MWAC had much better efficiencies than those found by Basaran et al (2011).…”
mentioning
confidence: 58%
“…The Basaran and Erpul Sediment Trap (BEST), designed based on cyclone technology, suggests a promising result in trapping sand and dust size particles during wind tunnel tests (Basaran et al 2011). Aerodynamic structure and inside flow characteristics of BEST could significantly reduce its inlet static pressures, which were denoted as a main cause of lower efficiencies in passive traps, and the reduced inlet static pressures could remarkably provide a higher trap efficiency to catch both saltating and suspending particles (Cornelis & Gabriels 2003).…”
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confidence: 99%
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“…Thus, the plot size was 2 km 2 (2 × 1 km). In each plot, the sediment traps BEST (Figure 3) (Basaran et al 2011) were fixed into the field with anchorage bars along a linear route and perpendicularly to prevailing wind direction. The cyclone BEST has a plastic body produced by a plastic injection system.…”
Section: Methodsmentioning
confidence: 99%
“…Sediment flux rate (Q r , kg/m) was calculated for each trap elevation through integration of q z over each depth: Total mass transport (Q t , kg) was calculated by using the following equation: (3) where: η -trap efficiency (80%) L -plot width (2000 m) (Basaran et al 2011).…”
Section: Methodsmentioning
confidence: 99%