A soil mechanics model to determine the onset of wind erosion

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
Luis Zambrano-Cruzatty , Alba Yerro , Bianca R. Charbonneau , Nina Stark
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引用次数: 0

Abstract

Determining the friction threshold velocity (FTV) of wind-induced erosion is crucial to understanding and predicting the morphodynamics and management of foreshores and dunes. However, the FTV is influenced by multiple factors, including particle size, mineralogy, surface roughness, and moisture content. Although existing models account for these parameters, they suffer from limited precision, are not generalized and developed for specific sediment types, and rely on expensive and time-consuming testing procedures. Furthermore, no predictive equations for FTV currently consider the combined effects of bed inclination and moisture common to coastal dunes. This study presents a comprehensive closed-form model for predicting the FTV in the onset of wind erosion for different types of sands. The model considers various geometric and material properties, including cohesion, moisture, soil packing, slope, and grain size distribution. A soil water retention curve (SWRC) is incorporated into the formulation to establish a relationship between water content and sediment shear strength. This simple SWRC approach enables simplified calculations of the onset of wind erosion under various conditions, requiring only a few inexpensive inputs. Extensive parametric wind tunnel experiments were conducted to measure the FTV in combinations of bed slope, sand particle size, moisture, and density. The findings indicate that the combined influence of slope and moisture increases the FTV. Furthermore, compared to the FTV for dry sediments on a horizontal bed, the amplification factor exhibits a nonlinear combination of the effects of inclination and moisture. The proposed FTV predictive model demonstrates adequate agreement with published results when applied to scenarios such as dry sand on a horizontal surface, dry sand on an inclined bed, and moist sand on a horizontal surface.

确定风蚀开始时间的土壤力学模型
确定风力侵蚀的摩擦阈值速度(FTV)对于了解和预测前滩和沙丘的形态动力学和管理至关重要。然而,摩擦阈值速度受多种因素影响,包括颗粒大小、矿物学、表面粗糙度和含水量。虽然现有模型考虑了这些参数,但精度有限,没有针对特定沉积物类型进行归纳和开发,而且依赖于昂贵、耗时的测试程序。此外,目前还没有考虑到海岸沙丘常见的床面倾角和湿度的综合影响的全 球沙丘预测方程。本研究提出了一个全面的闭式模型,用于预测不同类型沙在风蚀开始时的 FTV。该模型考虑了各种几何和材料特性,包括内聚力、湿度、土壤堆积、坡度和粒径分布。土壤水分保留曲线 (SWRC) 被纳入模型中,以建立含水量与沉积物抗剪强度之间的关系。这种简单的 SWRC 方法可简化计算各种条件下的风蚀起始点,只需少量廉价输入。我们进行了广泛的参数风洞实验,以测量床面坡度、沙粒粒径、水分和密度组合下的风蚀强度。研究结果表明,坡度和湿度的综合影响会增加全风速。此外,与水平床面干燥沉积物的 FTV 相比,放大系数呈现出倾斜度和湿度影响的非线性组合。当应用于水平面上的干沙、倾斜床面上的干沙和水平面上的湿沙等情况时,所提出的 FTV 预测模型与已公布的结果充分吻合。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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