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Response of interrill erosion to flow parameters of sand loess in regions with high and coarse sediment yields

机译:高粗沉积物产量的砂黄土中砂黄土流动参数的响应

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摘要

In the Loess Plateau, regions with high and coarse sediment yields are the main sources of the Yellow River sediments. The responses of the interrill erosion rate of the soil in this area (Shenmu soil) to flow intensity parameters were systematically investigated through indoor artificially simulated rainfall experiments considering five slope gradients (0.1564, 0.2079, 0.2588, 0.309, and 0.3584) and five rainfall intensities (60, 80, 100, 120 and 140 mm.h(-1)). Thereafter, an interrill erosion model was established based on two types of soil: Shenmu soil and Ansai soil. The experimental data of Ansai soil were obtained from a study by Wu et al. (2017). The results showed that for Shenmu soil, the interrill erosion mechanism can be classified into two types. The first type was detachment-limited interrill erosion in the initial rainfall phase and transport-limited interrill erosion in the subsequent rainfall. The other type was transport-limited interrill erosion during the entire rainfall duration. Among the flow intensity parameters (i.e., mean flow velocity (R-2 = 0.92), shear stress (R-2 = 0.84), stream power (R-2 = 0.96), and unit stream power (R-2 = 0.82)), stream power was found to be satisfactory for predicting the interrill erosion rate of Shenmu soil in terms of the coefficient of determination (R-2). However, the interrill erosion rate model based on the stream power for the two types of soil exhibited low prediction accuracy. Furthermore, a general flow intensity parameter was derived to predict the interrill erosion rate of overland flow. Based on this parameter, an interrill erosion rate model for the two types of soil was formulated by multiple regression analysis with an R-2 value of 0.96, a relative root mean square error of 18.9%, and a model efficiency of 0.94. Overall, this general flow intensity parameter was shown to be the preferred predictor for estimating the interrill erosion rate for steep slopes in the regions with high and coarse sediment yields.
机译:在黄土高原,高粗泥沙区是黄河泥沙的主要来源。通过室内人工模拟降雨试验,考虑5个坡度(0.1564,0.2079,0.2588,0.309和0.3584)和5个降雨强度(60,80,100,120和140mm.h(-1)),系统研究了该地区(神木土壤)土壤的层间侵蚀速率对水流强度参数的响应。在此基础上,以神木土壤和安塞土壤两种土壤类型为基础,建立了土壤侵蚀模型。安塞土壤的实验数据来自Wu等人(2017)的一项研究。结果表明,对神木土壤而言,土壤侵蚀机制可分为两种类型。第一种类型是初始降雨阶段的剥离有限层间侵蚀和后续降雨阶段的运输有限层间侵蚀。另一种类型是在整个降雨期间的运输限制的层间侵蚀。在水流强度参数(即平均流速(R-2=0.92)、剪切应力(R-2=0.84)、流功率(R-2=0.96)和单位流功率(R-2=0.82))中,流功率被发现可以根据确定系数(R-2)预测神木土壤的层间侵蚀率。然而,基于水流功率的两种土壤的层间侵蚀率模型的预测精度较低。此外,还导出了一个通用的流强度参数来预测坡面流的层间侵蚀率。基于该参数,通过多元回归分析建立了两种土壤的层间侵蚀率模型,R-2值为0.96,相对均方根误差为18.9%,模型效率为0.94。总的来说,这一通用的水流强度参数被证明是估算高含沙量和粗含沙量地区陡坡坡间侵蚀率的首选预测因子。

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