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Impulse noise treatment in magnetotelluric inversion

  • Hugo Hidalgo-Silva EMAIL logo and Enrique Gómez-Treviño
Published/Copyright: February 3, 2021
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Abstract

The problem of model recovering in the presence of impulse noise on the data is considered for the magnetotelluric (MT) inverse problem. The application of total variation regularization along with L1-norm penalized data fitting (TVL1) is the usual approach for the impulse noise treatment in image recovery. This combination works poorly when a high level of impulse noise is present on the data. A nonconvex operator named smoothly clipped absolute deviation (TVSCAD) was recently applied to the image recovery problem. This operator is solved using a sequence of TVL1 equivalent problems, providing a significant improvement over TVL1. In practice, TVSCAD requires the selection of several parameters, a task that can be very difficult to attain. A more simple approach to the presence of impulse noise in data is presented here. A nonconvex function is also considered in the data fitness operator, along with the total variation regularization operator. The nonconvex operator is solved by following a half-quadratic procedure of minimization. Results are presented for synthetic and also for field data, assessing the proposed algorithm’s capacity in model recovering under the influence of impulse noise on data for the MT problem.

1 Introduction

Electromagnetic sounding methods have been applied for a long time to investigate the interior of the Earth from depths of a few meters to hundreds of kilometers. The magnetotelluric (MT) sounding method is one of the most popular today, and it is aimed at estimating the electrical conductivity distribution at depth associated with subsurface geological structures. It has been successfully applied in shallow exploration problems and to infer the Earth’s deep electrical conductivity distribution, temperature regimes, and geological structure. The method uses measurements of natural electric and magnetic fields recorded at the surface of the Earth. If it is assumed that the underground structure is one-dimensional (1D), the inverse problem consists of recovering the vertical conductivity distribution from the ratio of surface electric and magnetic field measurements taken at different frequencies. One of the main characteristics of the MT inverse problem is its nonlinearity. Several methods have been developed to cope with this problem [1]: linearization, asymptotic behavior, and exact methods. Constable et al. [2] consider smooth models using a procedure called Occam’s inversion. The method consists of Tikhonov’s regularization applied to the linearized equations of the 1D MT problem. A fundamental characteristic of Occam’s models is that the resulting subsurface conductivity distribution is a continuous function. This is very convenient from a mathematical point of view [3]. Due to the roughness penalizer inclusion of Constable et al. [2], the developed model tends to smear discontinuities, an undesirable feature in most situations. In an effort to generate models with sharp boundaries, several techniques have been applied to this problem: piecewise continuous formulations as in ref. [4,5], l 1 norm minimization [6,7,8], total variation penalizers in ref. [9] and [10], among others. An important requirement for the regularizer is to allow the recovery of edges and smooth the homogeneous parts. As is well known, total variation [11] is now the standard approach to meet this requirement. TV consists on applying a convex regularizer, ensuring existence and uniqueness of a solution. In the case of regular functions, the total variation of u is the L 1 norm of the gradient, i.e., TV( u ) = Ω | u | d x .

There are two basic methods for MT transfer function estimation from field data: the single-site method and the remote reference method. In the first method, one or two biased estimates at each frequency are obtained for each measuring direction [12]. In the second method, only one unbiased estimate can be obtained at one site simultaneously using a magnetic field measurement at a remote site [13,14]. The latter can be used effectively only for uncorrelated noise between local and remote sites. The remote reference method is a standard procedure in MT data acquisition because is the only way to remove bias. The single-site method is still used when a second instrument is not available or is faulty. The MT linear relationship of the impedance tensor is given by

(1) E = Z H + N

where E is the local electric field, Z is the MT transfer function tensor, H is the magnetic field, and N is the noise. The impedance Z is either estimated by the single source or remote reference method. The noise N accounts for higher dimensional sources and short duration non-stationary and instrumental noise. N vanishes for the strict zero wavenumber or plane wave model. Once Z is estimated, the residuals can be computed by substituting their values in equation (1). Residuals are given by the difference between the observed E field and the predicted E field, obtained by substituting the estimated Z in relation (1). The use of classical spectral analysis together with least-squares regression is warranted if data follow a stationary and Gaussian model. In this case, it is also common to assume that residuals follow a multivariate normal probability distribution. If this is satisfied, the maximum likelihood estimates are obtained. In practice, most data display gross departures, or outliers, from the simple regression model [15]. The main causes are geomagnetic phenomena, thunderstorms, anthropogenic contribution, and instrumental problems. Outliers usually appear as a fraction of the useful observations, with distinct characteristics from the rest of the sample. The phenomenon is independent of the structure of the bulk of geomagnetic field observations. In this paper, we do not consider the robust estimation of the MT transfer functions, the treatment of MT data contaminated with large variations is the main purpose here.

Results are presented for the MT problem, but can also be applied to other types of electromagnetic soundings.

2 MT inversion

Tikhonov’s regularization method is the standard technique applied to obtain models of the subsurface conductivity distribution from electric or electromagnetic measurements. The model proposed for the conductivity distribution (m) is obtained by minimizing the functional

(2) U T ( m ) = μ F ( m ) d 2 + P ( m ) ,

with F : D ( F ) representing the direct functional, applied to an element on the model space , a Banach space and returning a member of the Hilbert space of data. P ( m ) =   m 2 is for Tikhonov’s maximum smoothness functional the usual approach. Due to the roughness penalizer inclusion, the model developed by Tikhonov’s algorithm tends to smear discontinuities, a feature that may be undesirable in situations where different rock types simply face each other without a fuzzy transition.

In an effort to generate models with sharp boundaries, several techniques have been applied to this problem: piecewise continuous formulations as in ref. [4,5], l 1 norm minimization [6,7,8], total variation penalizers in ref. [9,10], among others. An important requirement for the regularizer is to allow the recovery of edges and smooth the homogeneous parts. As is well known, Total Variation [11] is now the standard approach to meet this requirement. Considering P ( m ) = TV ( m ) in (2), a more realistic model is recovered, but the resulting model can be severely affected if the Gaussian’s assumption of data noise is not accomplished. The algorithm solving (2) with P ( m ) = TV ( m ) and l 2 norm for fitting will be called TVL2. The model developed by solving TVL2 is observed in Figure 1a for the synthetic data presented in Figure 1b, obtained by solving the forward equations for a four-layered model.

Figure 1 
               Developed model and fitness to apparent resistivity when solving 
                     
                        
                        
                           μ
                           ∥
                           d
                           −
                           F
                           (
                           m
                           )
                           
                              
                                 ∥
                              
                              2
                           
                           +
                           TV
                           (
                           m
                           )
                        
                        \mu \parallel d-F(m){\parallel }^{2}+\text{TV}(m)
                     
                   with Gaussian noise: (a) developed model and (b) fitness to ρ
                  a.
Figure 1

Developed model and fitness to apparent resistivity when solving μ d F ( m ) 2 + TV ( m ) with Gaussian noise: (a) developed model and (b) fitness to ρ a.

In Figure 2a, a model is obtained by the same algorithm solving (2) but inserting a large variation on the first amplitude data. Notice the effect on the resulting model.

Figure 2 
               Recovered model and fitness to apparent resistivity for 
                     
                        
                        
                           μ
                           ∥
                           d
                           −
                           F
                           (
                           m
                           )
                           
                              
                                 ∥
                              
                              2
                           
                           +
                           TV
                           (
                           m
                           )
                        
                        \mu \parallel d-F(m){\parallel }^{2}+\text{TV}(m)
                     
                   considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.
Figure 2

Recovered model and fitness to apparent resistivity for μ d F ( m ) 2 + TV ( m ) considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.

For the case of impulse noise, a preferred model is TVL1, replacing the l 2 norm in the data fitness term with l 1 , and considering TV as regularizer [16]:

(3) U TVL 1 ( m ) = μ F ( m ) d 1 + i D i m ,

where D i m denotes a local first-order finite-difference of the ith element of m. It has been observed that l 1 -norm as a fidelity term removes the influence of abnormal values in the case of image denoising [17]. However, the TVL1 model may be severely affected in the case of high noise levels. The reason is that all data, both corrupted and noise-free, are equally penalized in the data fitting term [18], leading to great difficulty for balancing regularization and data fitting. A model obtained by TVL1 for the same data as before is observed in Figure 3a.

Figure 3 
               Recovered model and fitness to apparent resistivity for 
                     
                        
                        
                           μ
                           ∥
                           d
                           −
                           F
                           (
                           m
                           )
                           
                              
                                 ∥
                              
                              
                                 1
                              
                           
                           +
                           TV
                           (
                           m
                           )
                        
                        \mu \parallel d-F(m){\parallel }_{1}+\text{TV}(m)
                     
                   considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.
Figure 3

Recovered model and fitness to apparent resistivity for μ d F ( m ) 1 + TV ( m ) considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.

Nikolova [19] noticed that the solutions of the TVL1 model substantially deviate from both the data-acquisition and the prior models. Gu et al. [18] proposed to combine TV regularization with nonconvex smoothly clipped absolute deviation penalty for data fitting called TVSCAD. A difference of convex functions is adopted to solve the non-convex TVSCAD.

Cai et al. [20] proposed a two-phase approach to restore images corrupted by blur and impulse noise called CTVL1. The first phase is to detect possibly corrupted pixels, then in the second phase, they restore images using only the noncorrupted pixels. The adaptive correction procedure obtains an initial estimator of the image by TVL1 and then apply a corrective step by blurring the initially estimated image [20]. The connections among TVSCAD and CTVL1 are observed by Gu et al. [18]. They notice that the main difference is in the function considered in the correction step of CTVL1. They claim to obtain comparable results to TVL1. An important issue of TVSCAD is the selection of SCAD function parameters. As observed by Gu et al., they are problem-dependent, but the best choices are very difficult to determine.

Recently, Zhang et al. [21] proposed a nonconvex approach to image restoration contaminated with impulse noise. They consider a nonconvex data fitting term and TV for regularization operator. The nonconvex functions used are an exponential type and the Geman function P ( t ) = t t + β . They proposed a proximal linearized minimization algorithm for the nonconvex part and the alternate direction method of multipliers (ADMM) for the total variation part. They sow convergence for the case of a concave function P ( m ) .

In this paper, we also consider applying a nonconvex function to the impulse noise treatment. The nonconvex part is solved using a half-quadratic minimization algorithm proposed by Geman and Yang [22]. The total variation regularized is also considered with the ADMM method. The algorithm is easy to implement and the convergence properties were established by Charbonnier et al. for a nonconvex function satisfying the edge-preserving properties [23]. The application is to the MT nonlinear inverse problem. As mentioned earlier, other algorithms (TVSCAD, CTVL1) present some difficulties in parameter selection, and others like [21] require a concave function to converge.

2.1 Nonconvex function applied to noise treatment

A smooth, nonconvex regularization algorithm was proposed by Charbonnier et al. [23], considering the following operator:

(4) P EPR = j ϕ [ ( D x m ) j ] + j ϕ [ ( D z m ) j ] ,

where ( D x m ) j is the finite-difference implementation of first-order derivative respect to x at point j, ( D z m ) j is the corresponding derivative respect to z , and ϕ is the potential function. This operator has been considered on the vision community under the name of “edge-preserving regularization” (EPR) [23] and applied to the resistivity inverse problem by Hidalgo et al. [24]. Charbonnier et al. developed some properties that a potential function has to comply in order to obtain an EPR operator; some functions satisfying the properties are presented by them. A particularly important nonconvex potential function initially proposed by Geman and McClure [25] for image restoration is

(5) ϕ ( x ) = x 2 x 2 + β 2 ,

with β > 0. This function does not satisfy assumptions required by Zhang et al. for convergence [21] because it is not concave as x 0 .

Charbonnier et al. apply an iterative algorithm developed by Geman and Yang [22] called “half-quadratic regularization” for the minimization of a modified version of the original functional (2) with P = P EPR. This algorithm is basically applying a convex conjugate to replace the original nonconvex function with a new one defined over an extended domain. Charbonnier et al. showed that for a potential function satisfying several conditions, the sequence generated by this algorithm is convergent.

In this paper, we propose to apply the operator to the fitness term in (2), solving

(6) U TVNC ( m ) = 1 2 N μ M i ϕ ( r M i ) + μ P i ϕ ( r P i ) + P TV ( m ) ,

with ϕ(⋅) applied to the magnitude r M i = ( d M i log ρ a ( m , ω i ) ) , and phase r P i = ( d P i p ( m ω i ) ) residuals of fitness to measurements at frequency ω i .   ρ a is the apparent resistivity at the surface ρ a ( m , ω i ) = | Z 1 | 2 ω μ o , with Z 1 the impedance of the superior layer on a layered media as described on ref. [4], and μ o is the magnetic permeability of free space. p ( m . ω i ) = arctan Im ( Z 1 ) Re ( Z 1 ) is the phase of the impedance at frequency ω i . A first-order Taylor approximation for F(m) is considered for the minimization, F ( m + Δ m ) = F ( m ) + J ( m ) Δ m + ϵ , with J ( m ) = F m , assuming a small step Δm and neglecting ϵ . Minimization is realized by applying Charbonnier et al. iterative algorithm “half-quadratic regularization” to the fitness term, and considering a Bregman split algorithm to the regularization operator.

The algorithm is aimed to minimize the functional

(7) U TVNC 2 ( m , b M , b P ) = 1 2 N μ M i b M i r M i 2 + ψ ( b M i ) + μ P i b P i r P i 2 + ψ ( b P i ) + j | ν j | + γ 2 j ( m j m j 1 ν j d j ) 2

with two auxiliary variables b M i , b P i for magnitude ( r M ) and phase ( r P ) residuals, respectively. Also, two regularization parameters μ M and μ P are included to consider the different residual magnitudes. d′ is an auxiliary variable used to implement the Bregman iteration, updated after solving (7). ψ is the convex dual function satisfying ϕ ( t ) = inf w ( w t 2 + ψ ( w ) ) . The minimization procedure is based on alternating minimizations over m , b , and ν . Minimization with respect to m is quadratic, using coordinate descent, the solution for rth element is

(8) m r = 1 N j d ˆ j l r w j l m l ) ( w j r μ ˆ j + γ n 1 ( m r ) 1 N j w j r 2 μ ˆ r + 2 γ

with w i j = m i F j , d ˆ i = d i F i ( m ) + j w i j m j k , μ ˆ i = μ M b M i or μ ˆ i = μ P b P i , depending on the corresponding data, and n 1 ( m r ) = m r 1 + ν r + d r + m r + 1 + ν r + 1 + d r + 1 is the first-order neighborhood of m r .

The solution with respect to v is given by a shrinkage operator,

(9) v r k + 1 = shrink ( D ( m r k + 1 ) ( d r ) k , γ )

with shrink ( u , β ) = max ( | u | β , 0 ) u | u | , and minimum on b are given by

(10) b M j = ϕ ( r M j ) 2 r M j

(11) b P j = ϕ ( r P j ) 2 r P j .

With ϕ′ the derivative of ϕ.

The Geman–McClure function is applied here, but several other functions can also be considered, as observed in ref. [23].

Parameter selection is not as complicated as in other methods; μ M and μ P can be selected by some of the regularization parameter selection methods available [26]. The penalty parameter γ is obtained by trial and error, and as noticed by Getreuer [27], the algorithm is not so sensitive to the fair value of γ. Parameter β is selected as a scaling term according to the model’s dynamic range.

The algorithm is presented in Table 1, minimization is stopped when the model does not change in some min value.

Table 1

Iterative algorithm for (7)

Algorithm
Input: d
Initialization: k = 0 , m 0 = 0 , d 0 = 0
repeat
evaluate F ( m k ) , J ( m k ) , W = F ( m k ) m k J ( m k )
d k + 1 d + ( d k W m k )
m k + 1 arg min m U TVNC 2 ( m , b M k , b P k , v k )
ν k + 1 arg min v U TVNC 2 ( m k + 1 , b M k , b P k , v )
update b M k + 1 , b P k + 1 with (10) and (11)
k = k + 1
until ( m k m k 1 < min )
Output m k

It should be noticed that, as the model evolves from a homogeneous single layer to a multilayered system, the residuals will be large in the first steps. Because of that the potential function should be adapted, to consider those large residuals at the first steps. To implement that parameter β is initialized to a value so that a quadratic error fitness function is approximated for a few (ten) steps. Then, the desired value of β is applied to obtain a non-convex fitness function. The algorithm parameters are observed in Table 2.

Table 2

Algorithm parameters

Algorithm μ M μ P γ RMS
TVL2 10 10 10 8.4
TVL1 100 10 10 8.22
TVNC2 100 10 10 8.63

TVL1 and TVL2 were stopped when m k m k 1 was less than 0.04 and 0.01, respectively. All algorithms were asked to stop when min was 0.01, but TVL1 would not converge for the parameters shown in Table 2. TVL1 is implemented using ADMM for both, TV and L1 minimization, it uses other parameter γ for the L1 part, its value was also 10.

For TVL2, both regularization parameters were the same because the standard deviation is used as a weight for the measurements; a standard deviation of 0.05 for magnitude and 0.5 degrees for phase were considered in the example. The standard deviation affects the selection of μ, which is the reason for a smaller μ in that algorithm. The developed model by TVNC2 and the corresponding fitness are shown in Figure 4(a and b). It can be observed that the recovery of the model improves significantly over the previous cases. Notice that the resistivity of the third layer is underestimated. This is not so much a drawback of the algorithm but an intrinsic feature of the MT method, which detects much better good conductors than good resistors. This is because in good resistors, the induced currents are smaller than in good conductors. Consequently, the former does not alter significantly the electric and magnetic fields on the surface.

Figure 4 
                  Recovered model and fitness to apparent resistivity for 
                        
                           
                           
                              μ
                              
                                 ∑
                                 i
                              
                              
                                 ϕ
                                 (
                                 
                                    
                                       r
                                    
                                    
                                       i
                                    
                                 
                                 )
                                 +
                                 TV
                                 (
                                 m
                                 )
                              
                           
                           \mu {\sum }_{i}\phi ({r}_{i})+\text{TV}(m)
                        
                      after applying algorithm TVNC2, considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.
Figure 4

Recovered model and fitness to apparent resistivity for μ i ϕ ( r i ) + TV ( m ) after applying algorithm TVNC2, considering Gaussian noise with impulses at first two and last data: (a) model and (b) magnitude fitness.

2.2 Application to field data

Figure 5 presents a model developed by TVNC2 for field data of site PC5008 in the COPROD2 data set [28]. The data are the “uncorrected” original data provided by Jones [28]. The field data are observed in Figure 6(a and b). A large deviation can be observed in the first two lectures.

Figure 5 
                  Model obtained by algorithm TVNC2 for site PC5008 of uncorrected data of COPROD2.
Figure 5

Model obtained by algorithm TVNC2 for site PC5008 of uncorrected data of COPROD2.

Figure 6 
                  Original, uncorrected data fitness for site PC5004 of COPROD2 by TVNC2 algorithm: (a) log apparent resistivity fitness and (b) phase fitness.
Figure 6

Original, uncorrected data fitness for site PC5004 of COPROD2 by TVNC2 algorithm: (a) log apparent resistivity fitness and (b) phase fitness.

It should be noticed that TVL2 does not converge for this uncorrected data. A correction was made by Jones [28], obtaining the data observed in Figure 7(b and c). The model developed by TVL2 is observed in Figure 7a. Notice the similarity with the one obtained by the TVNC2 algorithm when using the uncorrected data.

Figure 7 
                  Model obtained by TVL2 and data fitness for the corrected data of site PC5008 of the COPROD2 data set: (a) model, (b) magnitude fitness, and (c) phase fitness.
Figure 7

Model obtained by TVL2 and data fitness for the corrected data of site PC5008 of the COPROD2 data set: (a) model, (b) magnitude fitness, and (c) phase fitness.

3 Conclusion

The MT sounding data are usually contaminated with large errors. The robust treatment of MT data has been generally applied in the transfer function components determination. In this paper, the case of large errors on the resulting apparent resistivity and phase data is considered.

A comparison is made among the usual least-squares inversion, a robust technique based on the L1 norm applied on the fitness term, and a nonconvex operator proposed in the image restoration some time ago for image noise filtering.

The application of a nonconvex operator for the fitness term and TV for regularization for impulse noise treatment on MT data is proposed. The inverse problem is solved by using a half-quadratic procedure for the nonconvex operator, along with a split Bregman procedure, ensuring convergence. The proposed algorithm parameters are easy to select.

Results are presented for data obtained from a synthetic model, observing the capability of the proposed method in model recovering when large deviations are inserted on the data. Application to field COPROD2 data is presented too, assessing the capability of the algorithm to recover a model of raw, uncorrected data.

Acknowledgments

The authors would like to thank P. J. Savage of PanCanadian Petroleum Limited of Calgary, Alberta, for making the raw (uncorrected) data available to the Geological Survey of Canada.

  1. Author contributions: HHS developed and implemented the algorithms, and EGT assisted with the analysis and interpretation of results.

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Received: 2020-03-23
Revised: 2021-01-15
Accepted: 2021-01-16
Published Online: 2021-02-03

© 2021 Hugo Hidalgo-Silva and Enrique Gómez-Treviño, published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  11. Impulse noise treatment in magnetotelluric inversion
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  13. Comparative application of photogrammetry, handmapping and android smartphone for geotechnical mapping and slope stability analysis
  14. Geochemistry of the black rock series of lower Cambrian Qiongzhusi Formation, SW Yangtze Block, China: Reconstruction of sedimentary and tectonic environments
  15. The timing of Barleik Formation and its implication for the Devonian tectonic evolution of Western Junggar, NW China
  16. Risk assessment of geological disasters in Nyingchi, Tibet
  17. Effect of microbial combination with organic fertilizer on Elymus dahuricus
  18. An OGC web service geospatial data semantic similarity model for improving geospatial service discovery
  19. Subsurface structure investigation of the United Arab Emirates using gravity data
  20. Shallow geophysical and hydrological investigations to identify groundwater contamination in Wadi Bani Malik dam area Jeddah, Saudi Arabia
  21. Consideration of hyperspectral data in intraspecific variation (spectrotaxonomy) in Prosopis juliflora (Sw.) DC, Saudi Arabia
  22. Characteristics and evaluation of the Upper Paleozoic source rocks in the Southern North China Basin
  23. Geospatial assessment of wetland soils for rice production in Ajibode using geospatial techniques
  24. Input/output inconsistencies of daily evapotranspiration conducted empirically using remote sensing data in arid environments
  25. Geotechnical profiling of a surface mine waste dump using 2D Wenner–Schlumberger configuration
  26. Forest cover assessment using remote-sensing techniques in Crete Island, Greece
  27. Stability of an abandoned siderite mine: A case study in northern Spain
  28. Assessment of the SWAT model in simulating watersheds in arid regions: Case study of the Yarmouk River Basin (Jordan)
  29. The spatial distribution characteristics of Nb–Ta of mafic rocks in subduction zones
  30. Comparison of hydrological model ensemble forecasting based on multiple members and ensemble methods
  31. Extraction of fractional vegetation cover in arid desert area based on Chinese GF-6 satellite
  32. Detection and modeling of soil salinity variations in arid lands using remote sensing data
  33. Monitoring and simulating the distribution of phytoplankton in constructed wetlands based on SPOT 6 images
  34. Is there an equality in the spatial distribution of urban vitality: A case study of Wuhan in China
  35. Considering the geological significance in data preprocessing and improving the prediction accuracy of hot springs by deep learning
  36. Comparing LiDAR and SfM digital surface models for three land cover types
  37. East Asian monsoon during the past 10,000 years recorded by grain size of Yangtze River delta
  38. Influence of diagenetic features on petrophysical properties of fine-grained rocks of Oligocene strata in the Lower Indus Basin, Pakistan
  39. Impact of wall movements on the location of passive Earth thrust
  40. Ecological risk assessment of toxic metal pollution in the industrial zone on the northern slope of the East Tianshan Mountains in Xinjiang, NW China
  41. Seasonal color matching method of ornamental plants in urban landscape construction
  42. Influence of interbedded rock association and fracture characteristics on gas accumulation in the lower Silurian Shiniulan formation, Northern Guizhou Province
  43. Spatiotemporal variation in groundwater level within the Manas River Basin, Northwest China: Relative impacts of natural and human factors
  44. GIS and geographical analysis of the main harbors in the world
  45. Laboratory test and numerical simulation of composite geomembrane leakage in plain reservoir
  46. Structural deformation characteristics of the Lower Yangtze area in South China and its structural physical simulation experiments
  47. Analysis on vegetation cover changes and the driving factors in the mid-lower reaches of Hanjiang River Basin between 2001 and 2015
  48. Extraction of road boundary from MLS data using laser scanner ground trajectory
  49. Research on the improvement of single tree segmentation algorithm based on airborne LiDAR point cloud
  50. Research on the conservation and sustainable development strategies of modern historical heritage in the Dabie Mountains based on GIS
  51. Cenozoic paleostress field of tectonic evolution in Qaidam Basin, northern Tibet
  52. Sedimentary facies, stratigraphy, and depositional environments of the Ecca Group, Karoo Supergroup in the Eastern Cape Province of South Africa
  53. Water deep mapping from HJ-1B satellite data by a deep network model in the sea area of Pearl River Estuary, China
  54. Identifying the density of grassland fire points with kernel density estimation based on spatial distribution characteristics
  55. A machine learning-driven stochastic simulation of underground sulfide distribution with multiple constraints
  56. Origin of the low-medium temperature hot springs around Nanjing, China
  57. LCBRG: A lane-level road cluster mining algorithm with bidirectional region growing
  58. Constructing 3D geological models based on large-scale geological maps
  59. Crops planting structure and karst rocky desertification analysis by Sentinel-1 data
  60. Physical, geochemical, and clay mineralogical properties of unstable soil slopes in the Cameron Highlands
  61. Estimation of total groundwater reserves and delineation of weathered/fault zones for aquifer potential: A case study from the Federal District of Brazil
  62. Characteristic and paleoenvironment significance of microbially induced sedimentary structures (MISS) in terrestrial facies across P-T boundary in Western Henan Province, North China
  63. Experimental study on the behavior of MSE wall having full-height rigid facing and segmental panel-type wall facing
  64. Prediction of total landslide volume in watershed scale under rainfall events using a probability model
  65. Toward rainfall prediction by machine learning in Perfume River Basin, Thua Thien Hue Province, Vietnam
  66. A PLSR model to predict soil salinity using Sentinel-2 MSI data
  67. Compressive strength and thermal properties of sand–bentonite mixture
  68. Age of the lower Cambrian Vanadium deposit, East Guizhou, South China: Evidences from age of tuff and carbon isotope analysis along the Bagong section
  69. Identification and logging evaluation of poor reservoirs in X Oilfield
  70. Geothermal resource potential assessment of Erdaobaihe, Changbaishan volcanic field: Constraints from geophysics
  71. Geochemical and petrographic characteristics of sediments along the transboundary (Kenya–Tanzania) Umba River as indicators of provenance and weathering
  72. Production of a homogeneous seismic catalog based on machine learning for northeast Egypt
  73. Analysis of transport path and source distribution of winter air pollution in Shenyang
  74. Triaxial creep tests of glacitectonically disturbed stiff clay – structural, strength, and slope stability aspects
  75. Effect of groundwater fluctuation, construction, and retaining system on slope stability of Avas Hill in Hungary
  76. Spatial modeling of ground subsidence susceptibility along Al-Shamal train pathway in Saudi Arabia
  77. Pore throat characteristics of tight reservoirs by a combined mercury method: A case study of the member 2 of Xujiahe Formation in Yingshan gasfield, North Sichuan Basin
  78. Geochemistry of the mudrocks and sandstones from the Bredasdorp Basin, offshore South Africa: Implications for tectonic provenance and paleoweathering
  79. Apriori association rule and K-means clustering algorithms for interpretation of pre-event landslide areas and landslide inventory mapping
  80. Lithology classification of volcanic rocks based on conventional logging data of machine learning: A case study of the eastern depression of Liaohe oil field
  81. Sequence stratigraphy and coal accumulation model of the Taiyuan Formation in the Tashan Mine, Datong Basin, China
  82. Influence of thick soft superficial layers of seabed on ground motion and its treatment suggestions for site response analysis
  83. Monitoring the spatiotemporal dynamics of surface water body of the Xiaolangdi Reservoir using Landsat-5/7/8 imagery and Google Earth Engine
  84. Research on the traditional zoning, evolution, and integrated conservation of village cultural landscapes based on “production-living-ecology spaces” – A case study of villages in Meicheng, Guangdong, China
  85. A prediction method for water enrichment in aquifer based on GIS and coupled AHP–entropy model
  86. Earthflow reactivation assessment by multichannel analysis of surface waves and electrical resistivity tomography: A case study
  87. Geologic structures associated with gold mineralization in the Kirk Range area in Southern Malawi
  88. Research on the impact of expressway on its peripheral land use in Hunan Province, China
  89. Concentrations of heavy metals in PM2.5 and health risk assessment around Chinese New Year in Dalian, China
  90. Origin of carbonate cements in deep sandstone reservoirs and its significance for hydrocarbon indication: A case of Shahejie Formation in Dongying Sag
  91. Coupling the K-nearest neighbors and locally weighted linear regression with ensemble Kalman filter for data-driven data assimilation
  92. Multihazard susceptibility assessment: A case study – Municipality of Štrpce (Southern Serbia)
  93. A full-view scenario model for urban waterlogging response in a big data environment
  94. Elemental geochemistry of the Middle Jurassic shales in the northern Qaidam Basin, northwestern China: Constraints for tectonics and paleoclimate
  95. Geometric similarity of the twin collapsed glaciers in the west Tibet
  96. Improved gas sand facies classification and enhanced reservoir description based on calibrated rock physics modelling: A case study
  97. Utilization of dolerite waste powder for improving geotechnical parameters of compacted clay soil
  98. Geochemical characterization of the source rock intervals, Beni-Suef Basin, West Nile Valley, Egypt
  99. Satellite-based evaluation of temporal change in cultivated land in Southern Punjab (Multan region) through dynamics of vegetation and land surface temperature
  100. Ground motion of the Ms7.0 Jiuzhaigou earthquake
  101. Shale types and sedimentary environments of the Upper Ordovician Wufeng Formation-Member 1 of the Lower Silurian Longmaxi Formation in western Hubei Province, China
  102. An era of Sentinels in flood management: Potential of Sentinel-1, -2, and -3 satellites for effective flood management
  103. Water quality assessment and spatial–temporal variation analysis in Erhai lake, southwest China
  104. Dynamic analysis of particulate pollution in haze in Harbin city, Northeast China
  105. Comparison of statistical and analytical hierarchy process methods on flood susceptibility mapping: In a case study of the Lake Tana sub-basin in northwestern Ethiopia
  106. Performance comparison of the wavenumber and spatial domain techniques for mapping basement reliefs from gravity data
  107. Spatiotemporal evolution of ecological environment quality in arid areas based on the remote sensing ecological distance index: A case study of Yuyang district in Yulin city, China
  108. Petrogenesis and tectonic significance of the Mengjiaping beschtauite in the southern Taihang mountains
  109. Review Articles
  110. The significance of scanning electron microscopy (SEM) analysis on the microstructure of improved clay: An overview
  111. A review of some nonexplosive alternative methods to conventional rock blasting
  112. Retrieval of digital elevation models from Sentinel-1 radar data – open applications, techniques, and limitations
  113. A review of genetic classification and characteristics of soil cracks
  114. Potential CO2 forcing and Asian summer monsoon precipitation trends during the last 2,000 years
  115. Erratum
  116. Erratum to “Calibration of the depth invariant algorithm to monitor the tidal action of Rabigh City at the Red Sea Coast, Saudi Arabia”
  117. Rapid Communication
  118. Individual tree detection using UAV-lidar and UAV-SfM data: A tutorial for beginners
  119. Technical Note
  120. Construction and application of the 3D geo-hazard monitoring and early warning platform
  121. Enhancing the success of new dams implantation under semi-arid climate, based on a multicriteria analysis approach: Case of Marrakech region (Central Morocco)
  122. TRANSFORMATION OF TRADITIONAL CULTURAL LANDSCAPES - Koper 2019
  123. The “changing actor” and the transformation of landscapes
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