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基于频域电磁法反演喀斯特表层土-岩结构研究
引用本文:程凭,程勤波,陈喜,刘金涛,张志才,高满.基于频域电磁法反演喀斯特表层土-岩结构研究[J].中国岩溶,2022,41(5):675-683.
作者姓名:程凭  程勤波  陈喜  刘金涛  张志才  高满
作者单位:1.天津大学地球系统科学学院表层地球系统科学研究院, 天津 300072
基金项目:国家自然科学基金项目(42030506, 42071039)
摘    要:喀斯特地区浅表层土壤分布极不均匀,探测土-岩界面和土壤分布对区域水文以及生态环境研究具有重要意义。文章基于麦克斯韦方程组构建了频域电磁法(FDEM)探测的电导率(EC)一维反演模型,实现了喀斯特浅表剖面EC可视化表述。根据设定的理想地层EC数据以及南方喀斯特峰丛洼地两个剖面和出露的三个实测剖面的FDEM实测视电导率,结合高密度电法、剖面实测土-岩界面,检验了反演模型可靠性。结果表明:FDEM法反演结果能较好的描述理想地层EC变化,以及土壤与灰岩、白云岩界面EC分布,进而可辨识土壤厚度分布,但基于反演的EC值判别尺度较小的溶沟(槽)以及泥岩区土-岩界面误差较大。 

关 键 词:土壤厚度    土岩界面    频域电磁法    反演算法    喀斯特地区
收稿时间:2021-12-09

Exploration of superficial soil-rock structure for karst area based on frequency domain electromagnetic method
Institution:1.Institute of Surface-Earth System Science, School of Earth System Science, Tianjin University, Tianjin 300072, China2.Tianjin Key Laboratory of Earth Critical Zone Science and Sustainable Development in Bohai Rim, Tianjin University, Tianjin 300072, China3.College of Hydrology and Water Resources, Hohai University, Nanjing,Jiangsu 210098, China
Abstract:Soil thickness as a key hydrological and ecological factor, is distributed extremely uneven in karst areas. The explorations of the soil thickness and soil-rock interfaces are still challenge. In this study, a 1-D electrical conductivity (EC) inversion model was developed for the frequency domain electromagnetic method (EMI) based on Maxwell's equation system. The visualization of EC distribution for soil profile in karst area could be realized by the model. The inversion model was validated according to the given ideal stratigraphic EC data and applied to two detection lines and the three exposed profiles at a karst depression. The detected apparent electrical conductivities and soil-rock interfaces from EMI are further compared with those from high-density electrical method. The results showed that the inversion from EMI can capture the variation of ECat ideal strata and interfaces of soil layer and underlying limestone and dolomite bedrock at field. The distribution of soil thickness could be estimated with the detected soil-rock interface. However, there is relatively low accuracy when the model is applied to detect trench (trough) at the small scale or the soil-rock interfaces with mudstone. 
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