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首页> 外文期刊>Journal of soil & sediments >Topographical surveying for improved assessment of sediment retention in check dams applied to a Mediterranean badlands restoration site (Central Spain)
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Topographical surveying for improved assessment of sediment retention in check dams applied to a Mediterranean badlands restoration site (Central Spain)

机译:地形勘测,以改善对地中海荒地恢复点的止水坝中沉积物滞留的评估(西班牙中部)

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Purpose The effects of check dams used in restoration projects have been discussed in a number of papers in recent years. This paper studies the effectiveness of retaining sediments from check dams constructed in the badlands restoration site of Tortoles, located in the Corneja River basin (Spain), using a new topographical method. Materials and methods In order to assess the sediment-retaining capacity of the check dams, we measured the volume of sediment trapped by 15 of the 123 check dams built in 1965. We carried out a detailed topographical survey using a Total Station, with an accuracy of ±1 cm, to measure cross sections of the sediment trapped by each check dam. The results were then compared with those of two simplified methods which consider the volume of retained sediment as a simple geometric figure. Results and discussion According to our results, 258 m~3 of sediment has been retained by the check dams. These results show a significant discrepancy between the topographical method and the two other methods, whose values are consistently lower (14 to 20 %). According to our survey, the mean value for the volume of sediment retained by each check dam is 17.23 m~3, versus 13.86 and 14.74 m~3 when applying the other methods. Although there is a strong correlation between the volume of retained sediment computed by the topographical method and the other two methods (r~2 from 0.96 to 0.94), the differences between them increase with the increasing size of the check dams. Therefore, total differences are expected to be more significant with larger check dams. The erosion rates, calculated on the basis of the retained sediment in the T6rtoles check dams, are 16-21 % lower when using the simpler methods. The bed slopes of the streams were reduced 12.44 % because of the presence of the check dams. Conclusions After having completed a more detailed topographical survey of the sediment trapped in the check dams, our results are more likely to estimate erosion rates and sediment yield correctly, thus leading to a better understanding of the effects of check dams on badlands restoration.
机译:目的近年来,在许多论文中都讨论了修复工程中使用的止水坝的影响。本文采用一种新的地形学方法,研究了保留在科尔内贾河流域(西班牙)的托尔托雷斯荒地恢复点上建造的止水坝中沉积物的有效性。材料和方法为了评估止水坝的淤积能力,我们测量了1965年建造的123座止水坝中的15座所捕获的沉积物量。我们使用全站仪对地形进行了详细的地形调查,准确度高。 ±1 cm,以测量每个止水坝截留的沉积物的横截面。然后将结果与两种简化方法的结果进行比较,两种简化方法将保留的沉积物的体积视为一个简单的几何图形。结果与讨论根据我们的结果,止水坝保留了258 m〜3的沉积物。这些结果表明,地形方法与其他两种方法之间存在显着差异,其值始终较低(14%至20%)。根据我们的调查,每个止水坝保留的沉积物体积平均值为17.23 m〜3,而采用其他方法时为13.86和14.74 m〜3。尽管通过地形学方法计算出的保留沉积物体积与其他两种方法之间存在很强的相关性(r〜2从0.96到0.94),但两者之间的差异随着止水坝尺寸的增加而增加。因此,对于较大的止水坝,总的差异预计会更大。使用更简单的方法,根据T6rtoles止水坝中保留的沉积物计算出的侵蚀速率要低16-21%。由于止水坝的存在,河流的河床坡度减少了12.44%。结论完成对止水坝中截留的沉积物的更详细的地形调查后,我们的结果更有可能正确估计侵蚀率和沉积物产量,从而使人们更好地了解止水坝对荒地恢复的影响。

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