Abstract
Transient electromagnetic method (TEM) is often used in urban underground space exploration and field geological resource detection. Inversion is the most important step in data interpretation. Because of the volume effect of the TEM, the inversion results are usually multi-solvable. To reduce the multi-solvability of inversion, the constrained inversion of TEM has been studied using the least squares method. The inversion trials were performed using two three-layer theoretical geological models and one four-layer theoretical geological model. The results show that one-dimensional least squares constrained inversion is faster and more effective than unconstrained inversion. The induced electromotive force attenuation curves of the inversion model indicate that the same attenuation curve may be used for different geological conditions. Therefore, constrained inversion using known geological information can more accurately reflect the underground geological information.
1 Introduction
Geophysics methods have been widely used to detect the mineral resources [1,2,3,4,5], geological structures [6,7], and urban underground space construction [8,9,10,11]. As the safety of coal mines is increasingly valued by people, it is necessary to detect the water-rich areas around the working face before coal mining, such as goafs and water-conducting structures. As one of the geophysical exploration methods, the transient electromagnetic method (TEM), on the strength of its high efficiency, is widely used in advanced detection of tunnels, accurate positioning of underground pipelines, and detection of holes underground.
At present, the commonly used processing methods are calculating apparent resistivity [12,13,14,15], drawing multi-track curves of induced electromotive force (emf) [16] and one-dimensional (1D) inversion [17,18,19]. The volume effect of TEM makes it difficult for the apparent resistivity and multi-track curves to identify the edge and depth of the target. The general inversion methods without geological information are marked by slow speed, low accuracy, and multi-solvability.
Before proceeding with exploration, we are usually equipped with some underground information, such as the electrical characteristics of the pipeline and the depth of the coal seam. The known information can be used in the transient electromagnetic data processing. Therefore, to improve the inversion accuracy, reduce the multi-solvability, and increase the speed, we add known geological information to the initial model for constrained inversion. Compared with other inversion methods, the least squares inversion is much simpler with a high inversion speed, thus adopted for the study of the TEM 1D constraint inversion.
2 Basic principle of TEM and 1D forward simulation
2.1 Basic principle of TEM
TEM involves applying a current to power supply electrodes or transmitting loops, which causes it to form an electromagnetic field in the surrounding space, and then suddenly cutting off the current. The instantaneous disappearance of the electromagnetic field will generate the induced electromagnetic field in the surrounding conductor [20]. We obtain geological information by analyzing the inductive electromagnetic fields.
2.2 1D forward algorithm
The basis of inversion is forward simulation. The ground surface electromagnetic response of the horizontal stratum which is generated by step current of loop source can be obtained from the Maxwell equations. The time domain electromagnetic response of rectangular loop excitation source is shown below [21]:
where
where
where
where
where
To verify the accuracy of the above algorithm, comparison with the analytical solution of uniform half space is now performed. The analytical formula of uniform half space is as follows [25]:
where a is the radius of circular emission loop;
From equation (4), we can obtain induced emf.
The equivalent relationship between the radius
Set up a uniform half-space model for comparison. The conductivity of uniform half space is 0.01 S m−1, the transmitting current is 1 ampere, and the length of transmitting is 100 m. The analytical solution of the induced emf curve is consistent with the 1D forward simulation result (Figure 1).

Comparison of analytical solution and 1D forward simulation.
3 Constrained inversion by the least squares method
3.1 Basic principle of constrained inversion
The inversion process of the least squares method iteratively calculates the modification by fitting the observation data, continuously obtains new model parameters, and finally obtains a model in which fit between the response data and the observation data meets the given accuracy. Then the model that fits the given accuracy is the inversion result. The least squares inversion method is the most commonly used inversion method. Its objective function is the sum of the squares of fitting error of the data and the sum of the squares of the model parameters. The iterative formula for the inversion is obtained by minimizing the objective function [26].
First, build an objective fitting function of 1D TEM inversion as shown below:
where
The theoretically calculated induced emf is approximated by Taylor’s formula, omitting quadratic and above terms. Then the observation data and model approximate linear relationship are shown below:
where
where J is the Jacobian matrix; Δm is the model modification vector; and u0 is the emf vector that is calculated from the initial model.
If the jth parameter is known, we can add the known information to the Jacobian matrix. The elements of the jth column of the J matrix are all 0. Therefore, the J matrix can be rewritten as below:
Let
The model modification Δm will be obtained by solving the equation (9) by singular value decomposition. Then the new model can be derived with
Use the relative mean square deviation to measure the accuracy of the fit as below:
3.2 Inversion and analysis of theoretical data
To verify the feasibility of the TEM least squares constrained inversion, we use two three-layer (H-type and K-type) geoelectric models, a four-layer (HK-type) geoelectric model, and a five-layer model as examples for inversion trial calculation (Figure 2). Parameters of three models are shown in Table 1 (C is the conductivity and T is the thickness). The length and width of rectangular transmitting loop are all 200 m. The transmitting current is 1 ampere.

The 1D models of TEM forward simulation. (a) H or K model; (b) HK model; and (c) HKH model.
The parameters of geoelectric models
H-type | K-type | HK-type | HKH-type | |||||
---|---|---|---|---|---|---|---|---|
C (S m−1) | T (m) | C (S m−1) | T (m) | C (S m−1) | T (m) | C (S m−1) | T (m) | |
First layer | 0.01 | 100 | 0.1 | 100 | 0.01 | 100 | 0.01 | 50 |
Second layer | 0.1 | 50 | 0.01 | 50 | 0.1 | 20 | 0.1 | 50 |
Third layer | 0.01 | 0.1 | 0.005 | 30 | 0.01 | 50 | ||
Fourth layer | 0.01 | 0.1 | 50 | |||||
Fifth layer | 0.01 |
Figure 3 shows the inversion result models and the theoretical model of H-type. It can be observed from Figure 3(a) that the constrained inversion and unconstrained inversion result models of H-type geoelectric model are consistent with the theoretical model. Errors of the induced emf curves are all within 1%. However, the unconstrained inversion took 2,564 s and 17 iterations, and the constrained inversion took 1,367 s and 13 iterations.

The least squares inversion result models and theoretical models of H-type. (a) Geoelectric model and (b) the induced emf attenuation curves.
Figure 4 is the inversion result model and the theoretical model of K-type. The K-type model inversion result shows that the result model of constrained inversion is closer to the theoretical model than unconstrained inversion result model, and the constrained inversion took only 950 s and nine iterations, whereas unconstrained inversion took 1,370 s and nine iterations. Moreover, the second layer of unconstrained inversion model of K-type has larger conductivity and is thicker than the theoretical model, even though they have the same induced emf attenuation curves.

The least squares inversion result models and theoretical models of K-type. (a) Geoelectric model and (b) the induced emf attenuation curves.
Figure 5 shows the inversion result models and the theoretical model of HK-type. It still shows that constrained inversion is better than unconstrained inversion. Although their attenuation curves are the same, unconstrained inversion cannot invert the third layer, but constrained inversion can. Constrained inversion took 4,819 s and 26 iterations, whereas unconstrained inversion took 6,412 s and 26 iterations.

The least squares inversion result models and theoretical models of HK-type. (a) Geoelectric model and (b) the induced emf attenuation curves.
Figure 6 shows the inversion result models and the theoretical model of HKH-type. It still shows that constrained inversion is better than unconstrained inversion. Although their attenuation curves are the same, unconstrained inversion can only invert the first high-conductivity layer, but not the second high-conductivity layer, but after constraining the first high-conductivity layer, the second high-conductivity layer can be well reversed.

The least squares inversion result models and theoretical models of HKH-type. (a) Geoelectric model and (b) the induced emf attenuation curves.
4 Instance analysis
In mining areas where the coal seam is shallow, the randomness of small coal kilns gives rise to many unknown goafs. The presence of these goafs poses a great threat to the safety of coal mine production and compromises the stability of ground buildings and ground engineering structures. Usually, goafs and coal seam have the same depth and thickness. Therefore, the thickness of both the cover layer and the target area can be restricted during the inversion.
We used TEM to detect shallow goafs in a mining area in Inner Mongolia, China. The side length of the transmitting loop is 20 × 20 m, and the emission current is 18.6 ampere. The instrument is a transient electromagnetic instrument named Tsikl-7. The observation data are normalized by receiving coil area and current. According to known geological data, the average thickness of the coal seam in the locality is 15.6 m, and the average depth is 66.4 m. Therefore, we limited the burial depth and thickness of the target layer during the inversion. However, because it is not known whether water is available, there is no restriction on resistivity.
Figure 7 is the inversion result of one of the observation points. In Figure 7(a), there are two conductive layers in the result, the first being a shallow aquifer at 10–20 m underground, and the second 66.4–80 m underground, which is caused by water accumulation in the goaf. Because the coal mine goaf is rich in sulfides and metal ions, the conductivity of the water-containing goaf is much greater than that of the shallow aquifer. Figure 7(b) represents the comparison between the attenuation curves of the inversion result data and measured data. Because of various noise in actual field work, the inversion curve cannot fit the measured curve as well as the theoretical model.

Inversion results of actual observation data. (a) Model of inversion result and (b) attenuation curves of the inversion model and measured data.
5 Conclusion
From the present research work, we can arrive at the following conclusions:
The 1D least squares constrained inversion result model of TEM is better than the unconstrained inversion on the grounds that it takes less time and iterations, and the inversion results can better reflect the real situation underground.
The induced emf attenuation curves of the constrained inversion result model and unconstrained inversion result model are consistent with the theoretical model’s attenuation curve, and the errors are all within 1%, indicating that different inversion models have the same attenuation curves. Therefore, constrained inversion under known geological information can reduce multi-solvability.
The actual observation data show that when the depth and thickness of a certain layer are constrained, the resistivity and shallow electrical information of the modified position can still be effectively reversed under the influence of noise.
Acknowledgments
The authors thank the reviewers and editors for their valuable advice and help. This research was funded by the Nature Science Foundation of China (Grant No. 41674133) and National Science and Technology Support Program of China (Grant No. 2013BAK06B01).
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© 2020 Si Yuanlei et al., published by De Gruyter
This work is licensed under the Creative Commons Attribution 4.0 International License.
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- Aeromagnetic mapping of fault architecture along Lagos–Ore axis, southwestern Nigeria
- Deformation and failure mechanism of full seam chamber with extra-large section and its control technology
- Plastic failure zone characteristics and stability control technology of roadway in the fault area under non-uniformly high geostress: A case study from Yuandian Coal Mine in Northern Anhui Province, China
- Comparison of swarm intelligence algorithms for optimized band selection of hyperspectral remote sensing image
- Soil carbon stock and nutrient characteristics of Senna siamea grove in the semi-deciduous forest zone of Ghana
- Carbonatites from the Southern Brazilian platform: I
- Seismicity, focal mechanism, and stress tensor analysis of the Simav region, western Turkey
- Application of simulated annealing algorithm for 3D coordinate transformation problem solution
- Application of the terrestrial laser scanner in the monitoring of earth structures
- The Cretaceous igneous rocks in southeastern Guangxi and their implication for tectonic environment in southwestern South China Block
- Pore-scale gas–water flow in rock: Visualization experiment and simulation
- Assessment of surface parameters of VDW foundation piles using geodetic measurement techniques
- Spatial distribution and risk assessment of toxic metals in agricultural soils from endemic nasopharyngeal carcinoma region in South China
- An ABC-optimized fuzzy ELECTRE approach for assessing petroleum potential at the petroleum system level
- Microscopic mechanism of sandstone hydration in Yungang Grottoes, China
- Importance of traditional landscapes in Slovenia for conservation of endangered butterfly
- Landscape pattern and economic factors’ effect on prediction accuracy of cellular automata-Markov chain model on county scale
- The influence of river training on the location of erosion and accumulation zones (Kłodzko County, South West Poland)
- Multi-temporal survey of diaphragm wall with terrestrial laser scanning method
- Functionality and reliability of horizontal control net (Poland)
- Strata behavior and control strategy of backfilling collaborate with caving fully-mechanized mining
- The use of classical methods and neural networks in deformation studies of hydrotechnical objects
- Ice-crevasse sedimentation in the eastern part of the Głubczyce Plateau (S Poland) during the final stage of the Drenthian Glaciation
- Structure of end moraines and dynamics of the recession phase of the Warta Stadial ice sheet, Kłodawa Upland, Central Poland
- Mineralogy, mineral chemistry and thermobarometry of post-mineralization dykes of the Sungun Cu–Mo porphyry deposit (Northwest Iran)
- Main problems of the research on the Palaeolithic of Halych-Dnister region (Ukraine)
- Application of isometric transformation and robust estimation to compare the measurement results of steel pipe spools
- Hybrid machine learning hydrological model for flood forecast purpose
- Rainfall thresholds of shallow landslides in Wuyuan County of Jiangxi Province, China
- Dynamic simulation for the process of mining subsidence based on cellular automata model
- Developing large-scale international ecological networks based on least-cost path analysis – a case study of Altai mountains
- Seismic characteristics of polygonal fault systems in the Great South Basin, New Zealand
- New approach of clustering of late Pleni-Weichselian loess deposits (L1LL1) in Poland
- Implementation of virtual reference points in registering scanning images of tall structures
- Constraints of nonseismic geophysical data on the deep geological structure of the Benxi iron-ore district, Liaoning, China
- Mechanical analysis of basic roof fracture mechanism and feature in coal mining with partial gangue backfilling
- The violent ground motion before the Jiuzhaigou earthquake Ms7.0
- Landslide site delineation from geometric signatures derived with the Hilbert–Huang transform for cases in Southern Taiwan
- Hydrological process simulation in Manas River Basin using CMADS
- LA-ICP-MS U–Pb ages of detrital zircons from Middle Jurassic sedimentary rocks in southwestern Fujian: Sedimentary provenance and its geological significance
- Analysis of pore throat characteristics of tight sandstone reservoirs
- Effects of igneous intrusions on source rock in the early diagenetic stage: A case study on Beipiao Formation in Jinyang Basin, Northeast China
- Applying floodplain geomorphology to flood management (The Lower Vistula River upstream from Plock, Poland)
- Effect of photogrammetric RPAS flight parameters on plani-altimetric accuracy of DTM
- Morphodynamic conditions of heavy metal concentration in deposits of the Vistula River valley near Kępa Gostecka (central Poland)
- Accuracy and functional assessment of an original low-cost fibre-based inclinometer designed for structural monitoring
- The impacts of diagenetic facies on reservoir quality in tight sandstones
- Application of electrical resistivity imaging to detection of hidden geological structures in a single roadway
- Comparison between electrical resistivity tomography and tunnel seismic prediction 303 methods for detecting the water zone ahead of the tunnel face: A case study
- The genesis model of carbonate cementation in the tight oil reservoir: A case of Chang 6 oil layers of the Upper Triassic Yanchang Formation in the western Jiyuan area, Ordos Basin, China
- Disintegration characteristics in granite residual soil and their relationship with the collapsing gully in South China
- Analysis of surface deformation and driving forces in Lanzhou
- Geochemical characteristics of produced water from coalbed methane wells and its influence on productivity in Laochang Coalfield, China
- A combination of genetic inversion and seismic frequency attributes to delineate reservoir targets in offshore northern Orange Basin, South Africa
- Explore the application of high-resolution nighttime light remote sensing images in nighttime marine ship detection: A case study of LJ1-01 data
- DTM-based analysis of the spatial distribution of topolineaments
- Spatiotemporal variation and climatic response of water level of major lakes in China, Mongolia, and Russia
- The Cretaceous stratigraphy, Songliao Basin, Northeast China: Constrains from drillings and geophysics
- Canal of St. Bartholomew in Seča/Sezza: Social construction of the seascape
- A modelling resin material and its application in rock-failure study: Samples with two 3D internal fracture surfaces
- Utilization of marble piece wastes as base materials
- Slope stability evaluation using backpropagation neural networks and multivariate adaptive regression splines
- Rigidity of “Warsaw clay” from the Poznań Formation determined by in situ tests
- Numerical simulation for the effects of waves and grain size on deltaic processes and morphologies
- Impact of tourism activities on water pollution in the West Lake Basin (Hangzhou, China)
- Fracture characteristics from outcrops and its meaning to gas accumulation in the Jiyuan Basin, Henan Province, China
- Impact evaluation and driving type identification of human factors on rural human settlement environment: Taking Gansu Province, China as an example
- Identification of the spatial distributions, pollution levels, sources, and health risk of heavy metals in surface dusts from Korla, NW China
- Petrography and geochemistry of clastic sedimentary rocks as evidence for the provenance of the Jurassic stratum in the Daqingshan area
- Super-resolution reconstruction of a digital elevation model based on a deep residual network
- Seismic prediction of lithofacies heterogeneity in paleogene hetaoyuan shale play, Biyang depression, China
- Cultural landscape of the Gorica Hills in the nineteenth century: Franciscean land cadastre reports as the source for clarification of the classification of cultivable land types
- Analysis and prediction of LUCC change in Huang-Huai-Hai river basin
- Hydrochemical differences between river water and groundwater in Suzhou, Northern Anhui Province, China
- The relationship between heat flow and seismicity in global tectonically active zones
- Modeling of Landslide susceptibility in a part of Abay Basin, northwestern Ethiopia
- M-GAM method in function of tourism potential assessment: Case study of the Sokobanja basin in eastern Serbia
- Dehydration and stabilization of unconsolidated laminated lake sediments using gypsum for the preparation of thin sections
- Agriculture and land use in the North of Russia: Case study of Karelia and Yakutia
- Textural characteristics, mode of transportation and depositional environment of the Cretaceous sandstone in the Bredasdorp Basin, off the south coast of South Africa: Evidence from grain size analysis
- One-dimensional constrained inversion study of TEM and application in coal goafs’ detection
- The spatial distribution of retail outlets in Urumqi: The application of points of interest
- Aptian–Albian deposits of the Ait Ourir basin (High Atlas, Morocco): New additional data on their paleoenvironment, sedimentology, and palaeogeography
- Traditional agricultural landscapes in Uskopaljska valley (Bosnia and Herzegovina)
- A detection method for reservoir waterbodies vector data based on EGADS
- Modelling and mapping of the COVID-19 trajectory and pandemic paths at global scale: A geographer’s perspective
- Effect of organic maturity on shale gas genesis and pores development: A case study on marine shale in the upper Yangtze region, South China
- Gravel roundness quantitative analysis for sedimentary microfacies of fan delta deposition, Baikouquan Formation, Mahu Depression, Northwestern China
- Features of terraces and the incision rate along the lower reaches of the Yarlung Zangbo River east of Namche Barwa: Constraints on tectonic uplift
- Application of laser scanning technology for structure gauge measurement
- Calibration of the depth invariant algorithm to monitor the tidal action of Rabigh City at the Red Sea Coast, Saudi Arabia
- Evolution of the Bystrzyca River valley during Middle Pleistocene Interglacial (Sudetic Foreland, south-western Poland)
- A 3D numerical analysis of the compaction effects on the behavior of panel-type MSE walls
- Landscape dynamics at borderlands: analysing land use changes from Southern Slovenia
- Effects of oil viscosity on waterflooding: A case study of high water-cut sandstone oilfield in Kazakhstan
- Special Issue: Alkaline-Carbonatitic magmatism
- Carbonatites from the southern Brazilian Platform: A review. II: Isotopic evidences
- Review Article
- Technology and innovation: Changing concept of rural tourism – A systematic review