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首页> 外文期刊>Quaternary International >Assessment of sudden sediment source areas incurred by extreme rainfall in a mountainous environment: Approach using a subsurface hydrologic concept
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Assessment of sudden sediment source areas incurred by extreme rainfall in a mountainous environment: Approach using a subsurface hydrologic concept

机译:评估山区环境中极端降雨引起的突然沉积物源区域:采用地下水文概念的方法

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摘要

In mechanism studies on sudden sediment source areas (SSAs), such as those of shallow landslides, area-specific soil strength information at the soil layer between saturated and unsaturated soil is an important factor. Although various soil-testing methods have been developed, it is difficult to measure soil strength directly due to local variation. Therefore, the purpose of this study is to estimate SSAs of shallow landslides by considering the soil strength attributes reflected in a simple subsurface hydrologic concept (SHC). The selected study area is a granitic region in Jinbu, eastern South Korea, where shallow landslides occurred at more than 1200 locations in 2006. To estimate SSAs, soil strength was generated using several methods (i.e., direct shear tests [DSTs], Monte Carlo-simulated direct shear tests [MSDTs], and triaxial compression test [TCTs]). In addition, to investigate the effects of soil attributes in saturated/unsaturated soil on the SHC, soil depth was surveyed at a small hillslope site within the large study area. A topographically driven physical shallow landslide stability model (SHALSTAB) was utilized to investigate the performance based on the various soil strength attributes, and the results were analyzed using receiver operating characteristic (ROC) analyses. In the evaluation using the three soil strength measures (Case I), the accuracy assessment of the estimated SSAs was relatively low (range of 0.45-0.71). Using the soil strength attribute reflecting SHC (Case II), the results showed a reasonable range of accuracy (0.84-0.85). In addition, using the effects of soil strength reflected by SHC and average soil depth (Case III) also showed good predictive accuracy (0.81-0.82), but it was lower than that of Case II. This indicates that combining the hydraulic properties related to soil strength facilitates more accurate identification of SSAs causing geomorphic surface changes.
机译:在诸如浅​​层滑坡等突然沉积物源区(SSA)的机理研究中,饱和土和非饱和土之间的土层区域特定的土壤强度信息是一个重要因素。尽管已经开发了各种土壤测试方法,但是由于局部变化而难以直接测量土壤强度。因此,本研究的目的是通过考虑简单地下水文概念(SHC)中反映的土壤强度属性来估算浅层滑坡的SSA。选定的研究区域是韩国东部金布的花岗岩地区,2006年在该地区发生了1200多个浅层滑坡。为估算SSA,使用多种方法(例如,直接剪切试验[DST],Monte Carlo)生成了土壤强度。模拟的直接剪切试验[MSDT]和三轴压缩试验[TCT])。另外,为了研究饱和/不饱和土壤中土壤属性对超临界流体的影响,在大研究区域内的一个小坡地上调查了土壤深度。利用地形驱动的物理浅层滑坡稳定性模型(SHALSTAB),基于各种土壤强度属性来研究其性能,并使用接收器工作特征(ROC)分析来分析结果。在使用三种土壤强度度量(案例I)的评估中,估计的SSA的准确性评估相对较低(范围为0.45-0.71)。使用反映SHC的土壤强度属性(案例II),结果显示了合理的准确度范围(0.84-0.85)。此外,利用SHC反映的土壤强度和平均土壤深度的影响(案例III)也显示出良好的预测准确性(0.81-0.82),但低于案例II。这表明结合与土壤强度有关的水力特性有助于更准确地识别引起地貌变化的SSA。

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