首页> 外文期刊>Catena: An Interdisciplinary Journal of Soil Science Hydrology-Geomorphology Focusing on Geoecology and Landscape Evolution >Evaluation of ultrasonic aggregate stability and rainfall erosion resistance of disturbed and amended soils in the Lake Tahoe Basin, USA.
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Evaluation of ultrasonic aggregate stability and rainfall erosion resistance of disturbed and amended soils in the Lake Tahoe Basin, USA.

机译:美国太浩湖盆地扰动和改良土壤的超声骨料稳定性和抗降雨侵蚀性评估。

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摘要

Application of organic soil amendments to disturbed soil has been shown to improve aggregate stability and reduce soil susceptibility to erosion. Employing ultrasonic aggregate stability assessment techniques described earlier [Fristensky, A. and Grismer, M.E., 2008. A simultaneous model for ultrasonic aggregate stability assessment. Catena, 74: 153-164.], we assess the effect of two experimental organic soil amendments - a compost and a woodchip mulch incorporated at a rate of 2000-6000 kg ha-1 N-equivalence - on soil aggregation and aggregate stability at four drastically disturbed sites within the Lake Tahoe Basin, USA. Experimental plots were established 1-3 years prior to testing. The soils were of granitic or volcanic origin, and disturbed by either ski run or road development. Soil treatments were observed to significantly (p<0.05) increase both aggregation (300% average increase) and ultrasonic aggregate stability (600% average increase) relative to the untreated soil. However, at the two sites disturbed by ski run development, the control treatment (tilling and surface application of pine-needle mulch) performed comparably to the two incorporated compost treatments, suggesting that the effects of the experimental amendments on aggregation were negligible at these sites, or their effective duration was shorter than the evaluation period. Rainfall simulations (72-120 mm h-1) were performed on the treatment plots, and results were compared with the ultrasonic aggregate stability indices. Significant (p<0.05) positive correlations were obtained between the measurements of aggregate instability and indices of soil susceptibility to runoff, including steady-state infiltration rate (measured values between 1 and 120 mm h-1), and the level of kinetic energy of applied rainfall at which runoff commences (EBR, measured values between 12 and 224 J m-2). However, no correlation was found between the ultrasonic aggregate stability indices and observed soil erosion variables. Interestingly, positive relationships (p<0.05) were observed between both infiltration rate and EBR and the proportion of 2-20 micro m and <2 micro m particles liberated from the largest aggregates detected in each soil. Our results suggest that ultrasonic aggregate stability indices may be useful indicators of soil susceptibility to runoff and erosion under rainfall.
机译:研究表明,将有机土壤改良剂应用于受干扰的土壤可改善集料的稳定性,并降低土壤对侵蚀的敏感性。使用先前描述的超声骨料稳定性评估技术[Fristensky,A。和Grismer,M.E.,2008。超声骨料稳定性评估的同时模型。 Catena,74:153-164。],我们评估了两种实验性有机土壤改良剂的效果-堆肥和木屑覆盖物的掺入量为2000-6000 kg ha -1 N当量-美国太浩湖盆地四个受严重扰动的地区的土壤聚集和聚集体稳定性研究在测试前1-3年建立实验区。土壤是花岗岩或火山岩,受到滑雪道或道路发展的干扰。观察到土壤处理相对于未处理的土壤显着( p <0.05)增加了团聚体(平均增加300%)和超声团聚体稳定性(平均增加600%)。但是,在两个受滑雪道发展影响的地点,对照处理(松针覆盖物的倾斜和表面施用)与两个并入堆肥处理的执行情况相当,这表明这些地方的实验性修正对聚集的影响可以忽略不计。 ,或者其有效期限短于评估期限。在处理区进行了降雨模拟(72-120 mm h -1 ),并将结果与​​超声骨料稳定性指标进行了比较。聚集体不稳定性的测量值与土壤对径流的敏感性指数(包括稳态渗透率)之间的测量值之间存在显着正相关( p <0.05)(测量值在1至120 mm h - 1 ),以及径流开始时所施加降雨的动能水平( EBR ,测量值在12至224 J m -2 之间)。但是,在超声波骨料稳定性指标与观察到的土壤侵蚀变量之间未发现相关性。有趣的是,观察到渗透率和 EBR 与从最大释放出的2-20微米和<2微米颗粒之间的比例呈正相关( p <0.05)在每种土壤中检测到的聚集体。我们的结果表明,超声骨料的稳定性指标可能是土壤在降雨条件下对径流和侵蚀敏感性的有用指标。

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