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激光扫描技术应用于细沟侵蚀的研究——以东北典型黑土区为例 被引量:3

Research on Rill Erosion by Laser Scanner Technology:Take the Tipical Black Soil Area of Northeast China for Example
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摘要 【目的】使用德国引进设备3D激光地貌分析仪研究多场降雨下细沟侵蚀过程,为解释黑土区细沟侵蚀过程提供理论依据。【方法】根据试验地多年自然降雨参数设计人工降雨参数,使用人工降雨设备,在坡度为5°的标准径流小区上进行7场等强度人工降雨,每场降雨后使用3D激光地貌分析仪对地表进行扫描,观测细沟侵蚀的发展过程。【结果】平均产流率及输沙率大体呈现先增大后减小的趋势,平均产流率及平均输沙率最大值分别出现在第3场降雨及第4场降雨时,值分别为3.30L/min及200.57g/(m2.min);细沟侵蚀强度由第1场降雨的2.061kg/m2最终发展为第7场的7.295kg/m2,增大了约2.54倍。【结论】使用3D激光地貌分析仪进行细沟侵蚀的监测是可行的,研究区内随着降雨时间的推移,细沟侵蚀是一个不断稳定加强的过程。 [Objective] The objective of this study was to study the rill erosion process of 7 rainfall by 3D analysis laser made in German, then to provide a theoretical basis to explain the rill erosion process of blank soil area. [Method] Design the artificial rainfall parameters according to the natural rainfall for many years. Using artificial rainfall equipment, rainning on standard runoff plot of 5°for 7 times. Scan the surface after each rainfall,the rill erosion process can be observed. [Results] The tend of average and sediment transport rate is generally similar which increases at first and then decreases. The maximum value of them are 3.30 L/min and 200.57 g/(m^2· min), happened in the third and the forth rainfall. From the beginning to the end during the rianfall process, the intensity of rill erosion increased from 2. 061 kg/m^2 to 7. 295 kg/m^2. [Conclusion] The result indicates that the rill erosion monitoring is feasible based on the 3D analysis laser. With the rainfall time going on in the study area, the rill erosion is a process of constantly steady and reinforcement.
出处 《四川农业大学学报》 CSCD 北大核心 2013年第2期188-192,共5页 Journal of Sichuan Agricultural University
基金 "948"水利部科技推广中心引进国际引进水利科学技术计划项目
关键词 典型黑土区 细沟侵蚀 3D激光地貌分析仪 typical black soil area rill erosion 3D analysis laser
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  • 1郑粉莉.细沟侵蚀量测算方法的探讨[J].水土保持通报,1989,9(4):41-45. 被引量:30
  • 2喻权刚.新技术在开发建设项目水土保持监测中的应用[J].水土保持通报,2007,27(4):5-9. 被引量:26
  • 3任熠,王先拓,王玉宽,傅斌,王勇强.紫色土坡面细沟流的水动力学特征试验研究[J].水土保持学报,2007,21(6):39-42. 被引量:14
  • 4DONG Y Q, ZHUANG X H, LEI T W, et al. A method for measuring erosive flow velocity with simulated rill[J]. Geoderma, 2014, 232(11):556-562. 被引量:1
  • 5BRUNO C, STEFANO C D, FERRO V. Field investigation on rilling in the experimental Sparacia area, South Italy[J]. Earth Surface Processes and Landforms, 2008, 33(2):263-279. 被引量:1
  • 6PENG W Y, ZHANG Z D, ZHANG K L. Hydrodynamic characteristics of rill flow on steep slopes[J]. Hydrological Processes, 2015, 29(17):3677-3686. 被引量:1
  • 7Di STEFANO C, FERRO V, PAMPALONE V, et al. Field investigation of rill and ephemeral gully erosion in the Sparacia experimental area, South Italy[J]. Catena, 2013, 101(2):226-234. 被引量:1
  • 8SHIT P K, MAITI R. Rill hydraulics-an experimental study on gully basin in lateritic upland of Paschim Medinipur, West Bengal, India[J]. Journal of Geography and Geology, 2012, 4(4):1-11. 被引量:1
  • 9VINCI A, BRIGANTE R, TODISCO F, et al. Measuring rill erosion by laser scanning[J]. Catena, 2015, 124(1):97-108. 被引量:1
  • 10CAPRA A, PORTO P, SCICOLONE B. Relationships between rainfall characteristics and ephemeral gully erosion in a cultivated catchment in Sicily(Italy)[J]. Soil & Tillage Research, 2009, 105(1):77-87. 被引量:1

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