Gravel beds can prevent sand-dust emission and weaken sand-dust flux. We used wind-tunnel experiments and field observations on artificial gravel beds above the Mogao Grottoes to quantify their impact. In the report, we identified a significant correlation between gravel roughness and its ability to trap wind-transported sand. The optimal combinations of gravel diameter and coverage were determined. The greatest roughness is achieved when small gravel coverage is 75%, medium 40% and large 45%. We found that initial wind speed and gravel coverage are the key factors controlling the amount of sand trapped by the gravel beds.
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http://dx.doi.org/10.1038/srep04341 | DOI Listing |
Int J Phytoremediation
December 2024
Department of Process Engineering, Faculty of Technology, University of El Oued, El Oued, Algeria.
Phytoremediation is an effective and sustainable method for removing pollutants from wastewater. This study investigates the phytoremediation capabilities of , a halophytic Saharan plant species, for excess phosphorus and nitrogen in domestic wastewater. The plants were sourced from the "" wetland, a wastewater discharge area in the north of El-Oued, south-eastern Algeria.
View Article and Find Full Text PDFZootaxa
October 2024
Dubai Natural History Group; PO Box 9234; Dubai; United Arab Emirates.
Substrate composition has been widely recognised as a primary variable shaping lotic macroinvertebrate communities at the habitat unit level. However, fundamental understanding of how communities inhabiting mineralogical habitats (i.e.
View Article and Find Full Text PDFJ Pediatr Clin Pract
September 2024
McGill University, Montréal, QC, Canada.
Heliyon
June 2024
Water Resources Research Center, Arba Minch University, Ethiopia.
The primary purpose of this study was to evaluate the hydraulic coefficient of coarse aggregate grain size beds and hydraulic parameters under random and perpendicular bed configurations, as well as to explore the discharge coefficient for rectangular weirs. The research objectives were to compare flow resistance coefficients, evaluate the discharge coefficient for rectangular weirs, investigate the relationship between roughness coefficient and hydraulic parameters, and validate the theoretical hydraulic equation for the rectangular weir. This was achieved by analysing different bed configurations, bed slopes, and 20 and 30-mm bed materials.
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