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Catchment-wide estimate of single storm interrill soil erosion using an aggregate instability index: a model based on geographic information systems

机译:利用总不稳定性指数对全场风暴间的土壤侵蚀进行全流域估计:基于地理信息系统的模型

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The main objective of this paper is to estimate interrill erosion after rainfall in the basin of Mourganis river (442 km(2); Kalabaka province, Trikala prefecture, Thessaly, Greece). For the estimation of the interrill erosion, the method of Valmis et al. (1988) was used, in combination with Nearing et al. (1989). Input data of the algorithm include the slope angle of the ground surface, the rainfall, the ground cover type, the height of canopy, and the instability of ground of the study area. The spatial data were processed by standard GIS software. Soil samples were collected in the field to calibrate the model. The results comprise soil erosion maps for two specific rainfall scenarios. The first rainfall scenario refers to the most extreme rainfall in this catchment that happened on the 7/21/1959 with 48 mm/h. The second scenario is closer to average as the intensity rainfall is 3.54 mm/h. The total mass of eroded material ranges from 0.048 t/ha (assuming mean rainfall intensity) up to 3.5 t/ha (for the extreme scenario). We note that the western part of the Mourgani basin exhibits higher erosion than the eastern part.
机译:本文的主要目的是估算Mourganis河(442 km(2);特里卡拉邦,卡拉萨省,色萨利,希腊)流域降雨后的层间侵蚀。为了评估钻头间的侵蚀,Valmis等人的方法。 (1988)与Nearing等人结合使用。 (1989)。该算法的输入数据包括地表的倾斜角,降雨,地被类型,冠层高度和研究区域的地面不稳定性。空间数据由标准GIS软件处理。在田间收集土壤样品以校准模型。结果包括两个特定降雨情景的土壤侵蚀图。第一个降雨情景是指该流域的最极端降雨,发生于1959年7月21日,速度为48 mm / h。第二种情况是接近平均水平,因为强度降雨为3.54 mm / h。侵蚀材料的总质量范围从0.048吨/公顷(假设平均降雨强度)到3.5吨/公顷(对于极端情况)。我们注意到,Mourgani盆地的西部地区比东部地区侵蚀程度更高。

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