首页> 外文期刊>Journal of Geoscience and Environment Protection >Modelling Soil Erosion and Sedimentation in the Oued Haricha Sub-Basin (Tahaddart Watershed, Western Rif, Morocco): Risk Assessment
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Modelling Soil Erosion and Sedimentation in the Oued Haricha Sub-Basin (Tahaddart Watershed, Western Rif, Morocco): Risk Assessment

机译:在Oued Haricha次流域(Tahaddart流域,摩洛哥西里夫,摩洛哥)进行土壤侵蚀和泥沙模拟:风险评估

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This study evaluates the annual loss of soil in the sub-basin of Oued Haricha (Tahaddart basin, Western Rif, NW Morocco). The integration of revised (RUSLE) and modified (MUSLE) soil loss empirical equations of Wischmeier and Smith in combination with GIS permits the modelling of soil erosion at the scale of parcels. The characteristics of precipitation and runoff, the soil properties, the culture system and the current working practices of soil in the sub-basin of the Oued Haricha are collected from local data. The digital terrain model is used to generate topographic factors. The combination of different RUSLE factors shows that the annual soil is 62.72 t/ha/year and corresponds to an average level of risk. The total losses calculated by MUSLE method are valued at 221,468 t/year. The rates of loss due to linear erosion are 82,652 t/year. These soil losses represent 20.33% of the total losses, and confirm that the losses on the slopes outweigh the losses due to the river system. Sedimentation module shows that the areas of high erosion (greater than 200 t/ha/year) are concentrated in the reliefs with average and high slope and occupy 38% of the total area. The deposition areas occupy the centre of sub-basin and constitute 9.12% of the total area. These deposits were concentrated on the edges of major rivers and the outlet of the sub-basin and contributed to siltation of the April 9, 1947 dam.
机译:这项研究评估了Oued Haricha(Tahaddart盆地,Western Rif,西北摩洛哥)次流域每年的土壤流失。 Wischmeier和Smith的修正(RUSLE)和修正(MUSLE)土壤流失经验公式与GIS的集成,可以对宗地规模的土壤侵蚀进行建模。从当地数据中收集了上哈里察(Oued Haricha)次流域的降水和径流特征,土壤特性,培养系统和土壤的当前工作方式。数字地形模型用于生成地形因子。不同的RUSLE因子的组合表明,年土壤量为62.72吨/公顷/年,对应于平均风险水平。通过MUSLE方法计算得出的总损失为221,468吨/年。线性侵蚀造成的损失率为82,652吨/年。这些土壤损失占总损失的20.33%,并确认斜坡上的损失大于河流系统造成的损失。泥沙模块显示,高侵蚀区(大于200吨/公顷/年)集中在平均坡度高的浮雕中,占总面积的38%。沉积面积占据了盆地的中心,占总面积的9.12%。这些沉积物集中在主要河流和次流域出口处,并导致了1947年4月9日大坝的淤积。

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