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The application of direct-current sounding method in the coastal plains: A case study of Guanyun area in Lianyungang |
Shao-Bing TIAN, Xiang-Qian LI, Tong-Xiao SHANG, Jian OU, Da-Lian ZHANG |
Geological Survey of Jiangsu Province, Nanjing 210049, China |
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Abstract In this study, the authors used direct-current sounding method (DC method) to explore the electrical resistivity property of Guanyun area in northern Jiangsu basin, based on the 1:50000 geological map. In combination with drilling, well-logging, geological combined profile and shallow layer reflection methods, the authors evaluated the economics and effectiveness of the DC method. The authors obtained the geomorphological electric characteristics of the study area based on the DC method,which provided a basis for the desalinization of saline-alkali land in the study area. The authors first obtained the distribution of brackish water in this area based on the salinization characteristics of underground water, and provided a guidance for the use of fresh water resources. Then, the authors described the distribution of fractures and regional bedrock surface, and fixed the location of the Huaiyin-Xiangshui fault in the northeastern part of the study area. In combination with the results of drilling, the authors holds that DC sounding is an effective and simple method of geological mapping in plain area and will be a useful compensation of the low borehole density in the study area. Therefore, it is suggested that the DC method is an effective exploration method and can be widely used in geological mapping in plain areas.
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Received: 23 January 2019
Published: 15 August 2019
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The geographical locations of study area
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Direct-current sounding profile location in the study area 1—survey line and number of DC; 2—DC points; 3—the DC points corresponding to seismic profiles ; 4—near-well sounding points; 5—drilling; 6—Sanduo formation; 7—Taizhou formation; 8—Yuntai Group; 9—river; 10—Urban residential areas; 11—drilling joint profile
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方法 | 技术特点 | 施工条件 | 精度 | 经费(经济性) | 电测深 | 单点测量,技术灵活 | 避开强干扰即可,对地形地貌要求低 | 相对较低 | 可大面积布设,成本低廉 | 浅层地震 | 剖面测量,地形要求高 | 需有较好的道路供地震施工车进入 | 相对较高 | 大面覆盖测量,成本较高 | 地球物理测井 | 依据钻探情况 | 钻探后进行 | 非常高 | 依靠钻孔,钻孔成本昂贵 | 钻孔联合剖面 | 依据钻探情况 | 钻探后进行编录 | 单孔真实,联合剖面需人为分析 | 依靠大量的钻探资料,成本较高 |
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Method of comparative analysis
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The lithology and resistivity contrast analysis diagram of the GZK01 to GZK05 drilling in the study area
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| 标高 | 岩性特征 | 电阻率特征数值范围 | 备注 | 第一层 | 地表(2~5m)至-10 m | 粉砂质黏土淤泥质黏土 | 次高阻,大于5 Ω·m | | 第二层 | -10 m至-40 m | 黏土与砂互层粉砂质黏土 | 低阻,小于2 Ω·m | 所夹砂层咸化 | 第三层 | -40 m至-60~-80 m | 黏土层夹薄层砂层 | 次低阻,2~8 Ω·m | 所夹砂层未咸化 | 第四层 | -60~-80 m至-90~-160 m | 砂层 | 相对高阻,10~14 Ω·m | 曲流河道,辫状河道 | 第五层 | -90~-120 m至-280 m | 黏土层部分夹砂层 | 高阻,12~18 Ω·m | | 基岩层 | -120 m至-280 m以深 | 基岩沉积岩/变质岩 | 超高阻,18~22 Ω·m以上 | 沉积岩区基岩,电阻相对较低 |
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The comprehensive table of formation lithology and electrical characteristics
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DC interpretation profile of AA' a—resistivity profile of DC inversion; b—the inference of simple strata profile based on drillings;1—measuring point; 2—inferred strata interface; 3—inferred bedrock surface; 4—clay and silt clay layer; 5—clay and sand interbedded layer; 6—clay layer; 7—clay layer containing a small amount of sand; 8—sand layer; 9—granulitite; 10—sandstone and mudstone
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Fig.4) ">
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DC interpretation profile of BB'(legend is the same as in Fig.4)
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Contrastive Analysis of seismic interpretation and DC inversion profile a—longitudinal wave seismic time section; b—seismic geological interpretation section; c—DC inversion resistivity section; d—the resistivity geological interpretation section;1—inferred sand body; 2—inferred strata interface; 3—infered bedrock surface; 4—infered fracture structure; 5— sand layer ; 6—clay and silt clay layer; 7—clay and sand interbedded layer; 8—clay layer; 9—granulitite; 10—sandstone and mudstone
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The division of regional geomorphic boundary deduced from the the superficial average formation resistivity inferred with DC and saline-alkali land planning a—the average resistivity of shallow surface formation; b—evaluation of salinity;1—inferred boundary of landform; 2—heavier salinization area; 3—lighter salinization area; 4—no salinization area; 5—monadnock mountain area; 6—river area
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Salty and fresh groundwater boundary line of different elevation was inferred by the DC inversion resistivity section (salty and fresh groundwater is demarcated by the resistivity of 5 Ω·m, less than 5 Ω·m was salt water area, greater than 5 Ω·m was fresh water area.)
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The plane contour map of bedrock surface embedded depth inferred by DC
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The DC inversion resistivity section of -150 and -250 meters and inferred fracture structure chart
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