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    基于淤地坝沉积信息解译砒砂岩区小流域土壤侵蚀演变特征

    Interpretation of soil erosion evolution characteristics in small Watersheds in Pisha sandstone area based on sedimentary information of check dam

    • 摘要: 土壤侵蚀反演研究是评价水土保持措施效益的有效手段。淤地坝拦蓄泥沙的同时赋存了丰富的侵蚀产沙信息,能够较好的反映流域土壤侵蚀演变特征。目前关于砒砂岩区土壤侵蚀演变特征的研究较为薄弱,难以满足水土保持高质量发展需求。本研究选取砒砂岩区皇甫川流域的鲁家沟小型坝为研究对象,通过研究2007~2022年淤地坝泥沙沉积信息与降雨侵蚀力的对应关系,探明该流域土壤侵蚀演变特征。其主要结论如下:基于2007~2022年的年累计降雨侵蚀力与年累计淤积量关系划分了三个阶段:2007~2012年、2013年~2017年、2018年~2022年;三个阶段的总侵蚀模数分别是25652.45 t•km-2、6071.32 t•km-2、26492.85 t•km-2,年均侵蚀模数分别为5130.49 t•km-2、1214.26 t•km-2、5298.57 t•km-2。随阶段变化该小流域的降雨侵蚀力呈增加趋势,且降雨侵蚀力的增加主要是由35 mm以上降雨引起的,其增加的降雨侵蚀力分别占总增加降雨侵蚀力的149.87%和105.6%。三个阶段土壤侵蚀模数和年单位降雨侵蚀力所引起的侵蚀模数随着阶段的变化均呈先减少后增加的趋势,其中阶段Ⅱ和阶段Ⅲ年单位降雨侵蚀力所引起的侵蚀模数均低于阶段Ⅰ,其分别低804.27 t•(MJ•mm)-1•h和410.03 t•(MJ•mm)-1•h。/t/n植被对土壤侵蚀控制的能力存在阈值,当大雨以上降雨侵蚀力由阶段Ⅱ的23.27 MJ·mm•hm-²·h-1上升到阶段Ⅲ的32.64 MJ·mm•hm-²·h-1时,年单位降雨侵蚀力所引起的侵蚀模数由178.2 t•(MJ•mm)-1•h上升到572.45 t•(MJ•mm)-1•h。研究结果可为砒砂岩区水土保持措施效益评价提供科学参考。

       

      Abstract: Soil erosion inversion study is an effective means to evaluate the benefits of soil and water conservation measures. The check dam store rich information of erosion and sand production at the same time, which can better reflect the evolution characteristics of soil erosion in the watershed. At present, the research on the evolution characteristics of soil erosion in the arsenic sandstone area is relatively weak, which is difficult to meet the demand for high-quality development of soil and water conservation. In this study, the small dam of Lujiagou in Huangfuchuan watershed in the Pisha sandstonearea was selected as the research object, and the soil erosion evolution characteristics of the watershed were investigated by studying the correspondence between the sediment deposition information of check dam and the erosive force of rainfall from 2007 to 2022. The main conclusions are as follows: Based on the relationship between annual cumulative rainfall erosive power and annual cumulative siltation from 2007 to 2022, three stages were divided: 2007 to 2012, 2013 to 2017, and 2018 to 2022; the total erosion modulus for the three stages were 25652.45 t·km-2, 6071.32 t·km-2, and 26492.85 t·km-2, respectively. The average annual erosion modulus was 5130.49 t·km-2, 1214.26 t·km-2, and 5298.57 t·km-2, respectively. The rainfall erosivity in this subwatershed showed an increasing trend with the stage change, and the increase in rainfall erosivity was mainly caused by rainfall above 35 mm, and its increase in rainfall erosivity accounted for 149.87% of the total increase in rainfall erosivity and 105.6%, respectively. The modulus of soil erosion and the modulus of erosion per unit of annual rainfall erosivity at the three stages showed a decreasing and then increasing trend with the changes of the stages, in which the modulus of erosion per unit of annual rainfall erosivity at Stages II and III were lower than that at Stage I, which were 804.27 t•(MJ•mm)-1•h and 410.03 t•(MJ•mm)-1•h, respectively.Conclusion There is a threshold value for the ability of the vegetation to control the soil erosion, and the erosive force caused by the rainfall erosion force of the rainfall above heavy rainfall rises from 23.27 MJ·mm•hm-²·h-1 in Stage Ⅱ to 32.27 MJ·mm•hm -²·h-1 in Stage Ⅲ. 1 increased to 32.64 MJ·mm•hm -²·h-1 in stage III, the erosion modulus caused by annual unit rainfall erosive force increased from 178.2 t•(MJ•mm)-1•h to 572.45 t•(MJ•mm)-1•h. The results of the study can provide scientific references for the evaluation of the benefits of soil and water conservation measures in thePisha sandstonearea.

       

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