WO2016018492A1 - Method of imaging the electrical conductivity distribution of a subsurface - Google Patents
Method of imaging the electrical conductivity distribution of a subsurface Download PDFInfo
- Publication number
- WO2016018492A1 WO2016018492A1 PCT/US2015/030151 US2015030151W WO2016018492A1 WO 2016018492 A1 WO2016018492 A1 WO 2016018492A1 US 2015030151 W US2015030151 W US 2015030151W WO 2016018492 A1 WO2016018492 A1 WO 2016018492A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- subsurface
- electrodes
- electrical
- metallic structures
- potentials
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V3/00—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
- G01V3/18—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging
- G01V3/20—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging operating with propagation of electric current
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V3/00—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
- G01V3/02—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with propagation of electric current
Definitions
- This invention relates to electrical resistivity tomography (ERT) imaging. More specifically, this invention relates to ERT imaging of a subsurface containing metallic structures with known locations and dimensions.
- Direct current electrical resistivity tomography is a robust and well proven method of characterizing and monitoring the subsurface distribution of bulk electrical conductivity (Revil et al., 2012, Loke et al., 201 3, Kemna et al., 2006). Electrical conductivity is a useful metric for understanding environmentally significant properties and processes because it is governed by pore fluid chemistry, porosity, pore connectivity, saturation, mineralogy, and grain size distribution (Slater and Lesmes, 2002, Revil and Glover, 1998, Lesmes and Friedman, 2005). In some cases, only one of these properties changes significantly in space or time, enabling spatial or temporal changes in ERT-derived bulk conductivity to characterize the property or process in a relatively unique manner.
- ERT works by injecting current into the subsurface across a pair of electrodes, and measuring the corresponding electrical potential response across another pair of electrodes. Many such measurements are strategically taken across an array of electrodes to produce an ERT data set. These data are then processed through a computationally demanding process known as inversion to produce an image of the subsurface conductivity structure that gave rise to the measurements. Data can be inverted to provide 2D images, 3D images, or in the case of time-lapse 3D imaging, 4D images.
- ERT imaging Spatial and/or temporal changes in conductivity caused by anthropogenic sources often originate from or are interspersed with buried metallic infrastructure (e.g. transfer pipes, well casings, and storage tanks). Being highly conductive, such infrastructure naturally tends to dominate and degrade ERT images, reducing or eliminating the utility of ERT imaging under otherwise favorable conditions.
- the forward model a critical computational component of ERT imaging, is used to simulate ERT data. As discussed further herein, the forward model is the numerical solution to the Poisson equation, which provides the subsurface electrical potential arising from a known source of current and known conductivity distribution discretized within a numerical grid or mesh.
- the conductive discontinuity at the wellbore causes the forward solution matrix to become ill-conditioned, with a condition number proportional to ⁇ metal/ ⁇ soil , where ⁇ metal and ⁇ soil are respectively the conductivity of the well casing and the conductivity of the host material (Klapper and Shaw, 2007).
- Rucker et al. (2010) noted inaccurate modeling results when modeling the wellbore at 10,000 S/m within a 0.01 S/m host material. To compensate, they used a wellbore conductivity of 167 S/m meter, noting that this provided the most accurate match to the analytic solution for a homogeneous halfspace. Actual conductivities for common metallic wellbore materials range from 1 x106 to 7x106 S/m.
- Other infrastructure modeling applications to date include the work of Riicker and Giinther (2011), who demonstrated an approach for accurately modeling non-point electrodes, but their method does not account for the influence of metallic objects which are not used as electrodes.
- the present invention provides computational methods for ERT imaging of subsurfaces containing metallic structures with known locations and geometry.
- a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions includes injecting electrical currents into the subsurface and measuring the resulting electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements.
- the method further includes applying a numeric code to simulate the measured potentials in the presence of the metallic structures.
- the method also includes applying an inversion code that utilizes the electrical resistivity tomography measurements and the simulated measured potentials to image the subsurface electrical conductivity distribution and remove effects of the subsurface metallic structures with known locations and dimensions.
- the numeric code is a forward model.
- applying the forward model to simulate the subsurface potentials comprises a solution to a Poisson equation.
- the Poisson equations include, but are not limited to, at least one of the following: integral calculations, analytical calculations, numerical calculations, partial solutions calculations, digital calculations, and an immersed interface boundary condition solution.
- the inversion code is applied so that the simulated electrical potentials match actual measured electrical potentials in the presence of the metallic structures.
- applying the inversion code includes generating an electrical conductivity distribution that minimizes error between the simulated electrical potentials and the actual potentials measured in the presence of the metallic structures.
- applying the forward model and the inversion produces a reconstructed three-dimensional image of the subsurface electrical conductivity, while removing the effects of the subsurface metallic structures.
- the electrodes are, but not limited to, at least one of the following: surface electrodes, well casing electrodes, arrays of point buried electrodes, and the metallic structures with known locations and dimensions.
- a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements.
- a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions includes injecting current and measuring the electrical potential of the subsurface with multiple sets of electrodes in the presence of the metallic infrastructures, thus generating electrical resistivity tomography measurements. The method also includes applying a forward model to generate an electrical conductivity distribution that minimizes error between the simulated electrical potentials and actual measured electrical potentials, while removing the effects of the metallic structures. [0020] In another embodiment of the present invention, a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions is disclosed.
- the method includes injecting electrical currents into the subsurface and measuring the resultant electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements.
- the method further includes solving a set of Poisson equations to simulate the measured potentials in the presence of the metallic structures, wherein a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements.
- the method also includes applying an inversion code that utilizes the measured potential and the simulated potentials to produce a reconstructed three-dimensional image of the subsurface electrical conductivity in the presence of the subsurface metallic structures.
- Figure 1 Shows a diagram of a general subsurface region containing infinitely conductive inclusions ⁇ 1 ⁇ .. ⁇ ⁇ , with surface boundaries ⁇ 1 ... ⁇ n , embedded within a finite conductivity host medium ⁇ with electrical conductivity ⁇
- Figure 2 shows two types of tetrahedral elements that can form a boundary, along with corresponding interior planes (P1 -P6) used for local CVFM current flux computations through an infinite conductivity inclusion.
- Figure 3 shows a flow diagram illustrating the parallel computation of a forward simulation.
- Figure 4 is a conceptual diagram for the analytic sol ution to the potential generated at a point from a line source pole current injection.
- Figure 5A shows a conceptual model of a system of buried metallic storage tanks, transfer pipes, and monitoring wells.
- Figure 5B is a cutout of the computational mesh used to model the system of Figure 5 A.
- Figure 6 shows A) computational mesh for current injection between two line sources; B) partial solution for the line source at (0,0) m; C) partial solution for the line source at (20,0) m; D) Analytic solution - or potential distribution per ampere of current injected; E) numeric solution; F) percent error distribution; and G) percent error histogram.
- Figure 7 shows A) computational mesh for a pole current source in the presence of an infinite conductivity vertical line - e.g. well casing; B) partial solution for the point current source; C) partial solution for the line source; D) analytic solution - or potential distribution per ampere of current injected; E) numeric solution; F) percent error distribution; and G) percent error histogram.
- Figures 8A and 8B show two examples of potential distributions generated in the presence of the metallic subsurface infrastructure (tanks, pipes, and wells) illustrated in Figures 5A and 5B.
- the present invention relates to methods and systems of imaging the electrical conductivity distribution of a subsurface containing metal lic structures with known locations and dimensions.
- the method accurately accommodates the large conductivity contrast typically existing between subsurface host material s and buried metallic structures.
- the global solution to the Poisson equation is decoupled at the metallic boundaries into a series of well-conditioned partial solutions. Each partial solution is then scaled to honor known current flux conditions based on the divergence theorem. Finally, the partial solutions are superimposed to form the global solution.
- the solution can be formulated on an unstructured tetrahedral mesh, enabling arbitrary shapes to be accommodated efficiently; 2) discontinuous structures that are electrically connected can be easily accommodated; 3) metallic objects can be used as current sources and/or potential measurement electrodes; 4) no special requirements or adjustments are required for the inversion problem; and 5) a method of singularity removal may be provided without the necessity of an analytic solution (Weigmann and Bube, 1998), and 6) the method or algorithm can be implemented in parallel to accommodate the computational demands of 3D imaging.
- an additional forward solution may be provided for each distinct metallic object, which is the computational equivalent of adding one point source electrode to the inversion algorithm.
- the present invention allows for the imaging of contaminated soil beneath a leaking tank using surface electrodes, well casing electrodes, and/or vertical arrays of point source electrodes.
- the capability to accurately model infrastructure with known dimensions and location - as described in the present invention - enables ERT imaging to be accurately assessed and executed.
- the surface boundary ( ⁇ s ) condition is Neumann, whereby the current flux normal to the surface boundary is zero.
- the subsurface boundary conditions are Dirichlet (rrak ), and specify zero potential on each subsurface boundary.
- the subsurface boundaries of the computational mesh are placed far from the region of interest to approximate zero potential at infinite distance.
- the sub-regions ⁇ , ⁇ ⁇ admirate represent (for example) electrically conductive well casings, pipes, or tanks with known location and dimension that are assumed to have infinite conductivity. The error introduced by the infinite conductivity assumption is insignificant under most circumstances, as discussed below.
- the solution to equation 1 under the conditions shown in figure 1 is computed herein using, as one example, a specific application of the more general framework described by Klapper and Shaw (2006), which provides a generalization of the immersed interface boundary condition method for accommodating large coefficient discontinuities in the numerical solutions of elliptic and parabolic equations.
- the global solution ⁇ is generated by 1 ) solving a series of well-conditioned partial solutions that are decoupled at the discontinuous conductivity boundaries (i.e., ⁇ 1 — ⁇ ,,), 2) scaling the partial solutions to honor a set of known current flux conditions, and 3) superimposing the partial solutions to provide the global solution.
- pole solution arising from a single current source with a current sink at infinite distance from the source.
- pole solution arising from a single current source with a current sink at infinite distance from the source.
- one such solution is generated for every electrode used as a current source or sink.
- the total potential for any source-sink electrode pair may then be generated by subtracting the pole solution for the current sink electrode from the pole solution for the current source electrode.
- the pole solution for a point electrode located in ⁇ 0 comprises n+ ⁇ partial solutions, one for the electrode and one for each of the n infinite conductivity sub-regions.
- the partial solution for region ⁇ 0 ( ⁇ 0 ) is given by solving:
- ⁇ is the unit normal vector to the corresponding surface.
- the partial solution in region ⁇ 0 is computed for given current source in ⁇ 0 (e.g. an electrode point source), with the potential at each infinite- conductivity boundary set to zero, and the outer boundary conditions as previously specified.
- region is a non-point current injection electrode
- np be the number of point source electrodes and nnp be the number of non-point source electrodes used to generate an ERT survey. Inspection of equations 2 through 6 reveals that the forward simulation for an ERT survey requires np solves of equation 2 (one for each point source electrode), «solves of equation 3 (one for each infinite conductivity region), and np + nnp solves of equation 6 (one for each non-point current source).
- Equations 2 and 3 are discretized and solved using the weak form finite element solution on an unstructured tetrahedral mesh (Gunther et al., 2006).
- the unstructured mesh enables arbitrary shapes to be accommodated, and facilitates efficient modeling of complex structures (e.g. piping systems, buried tanks etc.).
- Potentials are computed on the nodes of the mesh, and conductivities are specified on the mesh elements, each element being formed by four bounding nodes.
- linear structures e.g. pipes, wellbore casings
- 2D structures e.g.
- FIG. 5B shows an example of a computational mesh incorporating buried tanks, pipes, and well casings that will be used in the forthcoming synthetic modeling and inversion demonstration.
- Element A illustrates the case where only two nodes of the element lie on an infinite conductivity boundary (N3 and N4, or Nl and N5).
- Element B illustrates the case where either three nodes (N2, N3, or N4), or 1 node (Nl ), lies on the boundary. Note that it is not possible for all four nodes to lie on the boundary with a non-degenerate tetrahedron. Typically many elements of types A and B will be combined to bound a given infinite conductivity structure.
- sub-planes (P1 -P6) are formed within each bounding element by connecting segment midpoints, element face centroids, and the nodal centroid in the case of element B as shown in figure 2. These subplanes are defined on every element having nodes that bound an infinite conductivity surface ⁇ , . As a whole, they form a closed boundary around ⁇ , by which the left hand side of equation 4 may be approximated to compute f l f . To illustrate, let e represent an element bounding ⁇ , , and let ne be the total number of elements bounding ⁇ ( . Equation 4 is approximated by:
- ⁇ e is the conductivity of element e
- a e,p is the area of plane p in element is the potential within element e arising from source is the
- equation 9 computes and sums the outward flux flowing through every subplane. to provide the total net flux flowing through ⁇ , due to the potential field ⁇ .
- equation 9 is reduced to the form:
- Equation 9 column k of a flux computation matrix K, formed to account for the geometric terms of equation 9 for region ⁇ , . Since K, depends only on the mesh geometry, it is computed only once, and provides a means to efficiently compute the net flux through ⁇ , given any potential field ⁇ j (r) and conductivity distribution ⁇ (r)
- steps to compute the forward solution include:
- Steps 1 through 5 are amenable to parallel computation.
- the parallel algorithm described herein uses a master/slave configuration (Johnson et al., 2010), whereby a single master process handles input/output and orchestrates computations.
- One or more slave processes handle the primary computational burdens, message passing, and memory requirements.
- FIG. 3 shows a flow diagram illustrating the parallel computation of a forward simulation. Rectangles represent the master process and circles represent slave processes. Each slave step is perfectly parallel - no interprocess communications are required - except for step 3, which represents a small portion of the overall computational burden, enabling the algorithm to remain highly scalable.
- the master process reads input information (i.e. computational mesh, electrode locations, measurement sequence etc.) and broadcasts pertinent information to each of the slave processors.
- the slave processors construct the finite element matrix.
- the slave processes responsible for infinite conductivity inclusions (slaves np+1 through np+n) also construct the flux computation matrices K i for regions
- Steps 1 and 2 whereby the partial solutions for each point electrode source and each infinite conductivity source are computed, are executed at the same time.
- step three message passing between slaves is required in order to efficiently compute the left and right hand sides of equation 6.
- step 4 each slave uses equation 5 to compute the pole solution for its corresponding electrode.
- step 5 each slave extracts those potentials necessary to simulate the ERT measurement sequence and sends them to the master process where they are assembled.
- a semi-analytic solution for the halfspace potential arising from a point source of current in the presence of a vertical conductor may be derived.
- the solution is similar to the numeric procedure described above as outlined in detail by Johnston et al 1987.
- the vertical conductor is divided into a number of small segments, and the current strength of each segment is adjusted so that the total current flux emanating from the line source is perfectly negated by the current flux through the line source that arises from the point source potential, thereby honoring conservation of charge within the conductor.
- the potential distribution arising from that segment is computed with equation 12, and the global potential is produced by summing the contributions from each segment with the point source potential.
- FIG. 5A consists of a series of six metallic storage tanks connected together by buried metallic piping, such that the tanks and pipes have the same electrical potential.
- the pipes are tanks connected physically and electrically to form a single 'electrode' of constant potential.
- the conductivity of soils surrounding the tanks and pipes is 0.001 S/m, except for the regions where leaks have occurred.
- the three pipe-leak regions have a conductivity of 0. 1 S/m, and the tank leak region has a conductivity of 1 .0 S/m.
- the system also includes 14 metal-cased monitoring wells to a depth of 40 m, distributed as shown in figure 5A.
- the objective of the analysis is to investigate the capability to image the leak zones using 1 ) surface electrodes deployed directly above the transfer pipes, 2) well casings as long electrodes, and 3) borehole electrodes installed beneath the leaking tank.
- the surface and borehole electrodes are shown as dots, and well casings are used as electrodes for ERT imaging.
- the surface array in this example, consists of 43 electrodes over the main transfer line, and 39 electrodes over each of the three lines connecting to the six tanks, for a total of 160 electrodes at 2m spacing.
- Each of the four boreholes arrays contains 16 electrodes at 2m spacing, for a total of 64 electrodes. Wenner array surveys were simulated along each of the four surface lines, for a total of 815 measurements.
- the borehole survey included a series of 3995 cross-hole dipole- dipole measurements.
- the well-casing survey comprised every possible unique measurement, including potential measurements on the tank/pipe 'electrode', for a total of 4095 measurements using 15 electrodes (14 wells and 1 tank/pipe electrode).
- a cutout of the computational mesh is shown superimposed on the tanks in figure 5B.
- the pipes and wells are modeled as line sources with 0.5 m spacing between each node on the line, which produces a refined mesh around pipe and well locations.
- the mesh is also refined near point electrodes for modeling accuracy in the high potential gradient regions near electrodes.
- Mesh boundaries extend far beyond the imaging region ( ⁇ 5000 m) to reduce boundary effects (not shown), with expanding elements to reduce computational demand. In total, the mesh consists of 1 ,567,844 elements and 254,409 nodes.
- Forward modeling and inversion are executed on the same mesh using 161 processors for the surface array simulation, 16 processors for the well- electrode array simulation, and 65 processors for the borehole array simulation. To simulate field conditions, 5% normally distributed noise is added to each measurement.
- Figure 6 shows a comparison of the analytic and numeric solutions computed for a current injection of 1 Ampere between two line sources (e.g. well casings).
- Figure 6A shows a cutout of the computational mesh and the locations of the current source and sink lines.
- Figures 6B and 6C show the two partial solutions to equation 2 need to form the pole solutions, one for each line source.
- Figure 6B shows the partial solution for the line source at (0,0) m.
- Figure 6C shows the partial solution for the line source at (20,0) m. For each partial solution the potential on the source line is one volt and the potential on the remaining line is zero as required.
- the partial solutions are scaled and summed so that the net current flux emanating from the pole line source is equal to one ampere and net flux through the remaining line source is zero, thereby providing the pole solution for the given line source.
- Figure 6D shows the corresponding analytic solution - i.e., potential distribution per ampere of current injected - computed using equation 12.
- Figure 6F shows the numeric solution error, which is given by:
- Figure 7 compares the semi-analytic solution for a point current pole source in the presence of a vertical line of infinite conductivity.
- the Figure 7 shows: A) the computational mesh for a pole current source in the presence of an infinite conductivity vertical line (e.g., a well casing), B) the partial solution for the point electrode source (see equation 2), C) the partial solution for the line source (see equation 3), D) the semi-analytic solution (i.e., potential distribution per ampere of current injected), and E) the numeric solution, F) the percent error distribution or percent difference between the numeric and semi-analytic solution, and G) the percent difference histogram.
- Both figures 6 and 7 display good agreement between analytic and numeric solutions, and demonstrate the accuracy of the numeric solution.
- Figure 8 shows two examples of potential distributions generated in the presence of the metallic subsurface infrastructure (tanks, pipes, and wells) illustrated in figure 5.
- Figure 8A shows the potential generated from a 1 Ampere current injection between point source electrodes on the surface
- 8B shows the potential generated from a 1 Ampere current injection between two well casing line sources. Current flows perpendicular to constant potential isosurfaces, so the potentials are presented as isosurfaces to illustrate the nature of current flow through the subsurface. Careful inspection of 8A and 8B shows how the pipes and tanks provide primary current flow paths between source and sink electrodes, dramatically altering the potential field that would exist in the absence of the infrastructure.
- Isosurfaces are shown at +/- (10.0, 1 .0, 0.1 , and 0.001 V/A). Pipes and tanks are electrically connected. As current flows perpendicular to the isosurfaces, the isosurfaces indicate how current flows into and out of metallic features, and how those features influence the potential field. Noting the dominant influence the infrastructure exerts on the potential field, it is valid to conclude that erroneous modeling of infrastructure effects in this case and similar cases, such as assuming tanks are electrically isolated, will likely result in significant inversion artifacts as the inversion algorithm attempts to compensate for modelling error.
- KEMNA A., BINLEY, A. M., DAY-LEWIS, F. D., ENGLERT, A., TEZKAN, B.,
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Geophysics (AREA)
- Remote Sensing (AREA)
- General Physics & Mathematics (AREA)
- Mining & Mineral Resources (AREA)
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
Abstract
A method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions is disclosed. Current is injected into the subsurface to measure electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements. A numeric code is applied to simulate the measured potentials in the presence of the metallic structures. An inversion code is applied that utilizes the electrical resistivity tomography measurements and the simulated measured potentials to image the subsurface electrical conductivity distribution and remove effects of the subsurface metallic structures with known locations and dimensions.
Description
METHOD OF IMAGING THE ELECTRICAL CONDUCTIVITY DISTRIBUTION OF A SUBSURFACE
CROSS-REFERENCE TO RELATED APPLICATIONS
[0001] This application claims priority to U.S. Application Serial No.
14/447,443, filed July 30, 2014 titled "METHODS OF IMAGING THE
ELECTRICAL CONDUCTIVITY DISTRIBUTION OF A SUBSURFACE," hereby incorporated by reference in their entirety for all of their teachings.
44STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
[0002] This invention was made with Government support under Contract DE- AC05-76RL01830 awarded by the U.S. Department of Energy. The Government has certain rights in the invention.
TECHNICAL FIELD
[0003] This invention relates to electrical resistivity tomography (ERT) imaging. More specifically, this invention relates to ERT imaging of a subsurface containing metallic structures with known locations and dimensions.
BACKGROUND
[0004] Direct current electrical resistivity tomography (ERT) is a robust and well proven method of characterizing and monitoring the subsurface distribution
of bulk electrical conductivity (Revil et al., 2012, Loke et al., 201 3, Kemna et al., 2006). Electrical conductivity is a useful metric for understanding environmentally significant properties and processes because it is governed by pore fluid chemistry, porosity, pore connectivity, saturation, mineralogy, and grain size distribution (Slater and Lesmes, 2002, Revil and Glover, 1998, Lesmes and Friedman, 2005). In some cases, only one of these properties changes significantly in space or time, enabling spatial or temporal changes in ERT-derived bulk conductivity to characterize the property or process in a relatively unique manner.
[0005] ERT works by injecting current into the subsurface across a pair of electrodes, and measuring the corresponding electrical potential response across another pair of electrodes. Many such measurements are strategically taken across an array of electrodes to produce an ERT data set. These data are then processed through a computationally demanding process known as inversion to produce an image of the subsurface conductivity structure that gave rise to the measurements. Data can be inverted to provide 2D images, 3D images, or in the case of time-lapse 3D imaging, 4D images.
[0006] Spatial and/or temporal changes in conductivity caused by anthropogenic sources often originate from or are interspersed with buried metallic infrastructure (e.g. transfer pipes, well casings, and storage tanks). Being highly conductive, such infrastructure naturally tends to dominate and degrade ERT images, reducing or eliminating the utility of ERT imaging under otherwise favorable conditions. The forward model, a critical computational component of ERT imaging, is used to simulate ERT data. As discussed further herein, the forward model is the numerical solution to the Poisson equation,
which provides the subsurface electrical potential arising from a known source of current and known conductivity distribution discretized within a numerical grid or mesh. Several authors have approached aspects of the infrastructure problem by modeling metallic well casings as a line of highly conductive cells relative to the background material (Zhu and Feng, 201 1, Daily et al., 2004b, Daily et al., 2004a, Ramirez et al., 1996, Rucker, 2012, Rucker et al., 2012, Rucker et al., 201 1 , Rucker et al., 2010). Rucker et al., (2010) described the general approach, whereby vertically stacked rectangular cells of high conductivity are used to approximate a metallic well casing. To model the casing as a long current source electrode, a point source is placed within one of these cells, and the numerical solution is expected to adequately approximate current flow through the wellbore, and the corresponding constant potential that develops along the casing. The numerical inaccuracies with this approach for a large jump in conductivity at the wellbore interface are well documented (Hou and Liu, 2005, Kafafy et al., 2005, Liu et al., 2000, Yang, 2000). Namely, the conductive discontinuity at the wellbore causes the forward solution matrix to become ill-conditioned, with a condition number proportional to σmetal/σsoil, where σmetal and σsoil are respectively the conductivity of the well casing and the conductivity of the host material (Klapper and Shaw, 2007). For example, Rucker et al., (2010) noted inaccurate modeling results when modeling the wellbore at 10,000 S/m within a 0.01 S/m host material. To compensate, they used a wellbore conductivity of 167 S/m meter, noting that this provided the most accurate match to the analytic solution for a homogeneous halfspace. Actual conductivities for common metallic wellbore materials range from 1 x106 to 7x106 S/m. Other infrastructure modeling applications to date include the
work of Riicker and Giinther (2011), who demonstrated an approach for accurately modeling non-point electrodes, but their method does not account for the influence of metallic objects which are not used as electrodes.
[0007] Forward models using the direct modeling approach described above on an orthogonal mesh suffer from another disadvantage in that arbitrary shapes of metallic structures are difficult to efficiently model, particularly considering the finely divided meshes necessary to model pipes and wells in true dimension. In addition, the direct modeling approach cannot accommodate situations where metallic structures are discontinuous in space, but electrically connected (e.g. buried tanks connected by above-ground piping, buried pipes with electrically insulated segments etc.). ERT is generally not well suited for environments with buried electrically conductive infrastructure such as pipes, tanks, or well casings, because these features tend to dominate and degrade ERT images. This reduces or eliminates the utility of ERT imaging where it would otherwise be highly useful for, for example, imaging fluid migration from leaking pipes, imaging soil contamination beneath leaking subsurface tanks, and monitoring contaminant migration in locations with dense networks of metal cased monitoring wells. Ignoring or inaccurately modeling metallic infrastructure is a significant source of forwarding modeling error. In practice, such errors compromise imaging results because the imaging algorithm compensates for forward modeling errors by incorrectly recovering the subsurface conductivity distribution.
[0008] The capability to produce ERT images with confidence in the presence of conductive infrastructure could be better assessed and significantly improved, through more accurate forward modeling. What is needed is a method of
imaging the subsurface electrical conductivity distribution that removes the effects of the subsurface metallic structures.
SUMMARY
[0009] The present invention provides computational methods for ERT imaging of subsurfaces containing metallic structures with known locations and geometry.
[0010] In one embodiment of the present invention, a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions is disclosed. The method includes injecting electrical currents into the subsurface and measuring the resulting electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements. The method further includes applying a numeric code to simulate the measured potentials in the presence of the metallic structures. The method also includes applying an inversion code that utilizes the electrical resistivity tomography measurements and the simulated measured potentials to image the subsurface electrical conductivity distribution and remove effects of the subsurface metallic structures with known locations and dimensions.
[0011] In one embodiment, the numeric code is a forward model.
[0012] In one embodiment, applying the forward model to simulate the subsurface potentials comprises a solution to a Poisson equation.
[0013] The Poisson equations include, but are not limited to, at least one of the following: integral calculations, analytical calculations, numerical calculations, partial solutions calculations, digital calculations, and an immersed interface boundary condition solution.
[0014] In one embodiment, the inversion code is applied so that the simulated electrical potentials match actual measured electrical potentials in the presence of the metallic structures.
[0015] In one embodiment, applying the inversion code includes generating an electrical conductivity distribution that minimizes error between the simulated electrical potentials and the actual potentials measured in the presence of the metallic structures.
[0016] In one embodiment, applying the forward model and the inversion produces a reconstructed three-dimensional image of the subsurface electrical conductivity, while removing the effects of the subsurface metallic structures.
[0017] The electrodes are, but not limited to, at least one of the following: surface electrodes, well casing electrodes, arrays of point buried electrodes, and the metallic structures with known locations and dimensions.
[0018] In one embodiment, a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements.
[0019] In another embodiment of the present invention, a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions is disclosed. The method includes injecting current and measuring the electrical potential of the subsurface with multiple sets of electrodes in the presence of the metallic infrastructures, thus generating electrical resistivity tomography measurements. The method also includes applying a forward model to generate an electrical conductivity distribution that minimizes error between the simulated electrical potentials and actual measured electrical potentials, while removing the effects of the metallic structures.
[0020] In another embodiment of the present invention, a method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions is disclosed. The method includes injecting electrical currents into the subsurface and measuring the resultant electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements. The method further includes solving a set of Poisson equations to simulate the measured potentials in the presence of the metallic structures, wherein a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements. The method also includes applying an inversion code that utilizes the measured potential and the simulated potentials to produce a reconstructed three-dimensional image of the subsurface electrical conductivity in the presence of the subsurface metallic structures.
BRIEF DESCRIPTION OF THE DRAWINGS
[0021] Figure 1 Shows a diagram of a general subsurface region containing infinitely conductive inclusions Ω1 · ..Ωη, with surface boundaries Γ1... Γn, embedded within a finite conductivity host medium Ωο with electrical conductivity σο·
[0022] Figure 2 shows two types of tetrahedral elements that can form a boundary, along with corresponding interior planes (P1 -P6) used for local CVFM current flux computations through an infinite conductivity inclusion.
[0023] Figure 3 shows a flow diagram illustrating the parallel computation of a forward simulation.
[0024] Figure 4 is a conceptual diagram for the analytic sol ution to the potential generated at a point from a line source pole current injection.
[0025] Figure 5A shows a conceptual model of a system of buried metallic storage tanks, transfer pipes, and monitoring wells.
[0026] Figure 5B is a cutout of the computational mesh used to model the system of Figure 5 A.
[0027] Figure 6 shows A) computational mesh for current injection between two line sources; B) partial solution for the line source at (0,0) m; C) partial solution for the line source at (20,0) m; D) Analytic solution - or potential distribution per ampere of current injected; E) numeric solution; F) percent error distribution; and G) percent error histogram.
[0028] Figure 7 shows A) computational mesh for a pole current source in the presence of an infinite conductivity vertical line - e.g. well casing; B) partial solution for the point current source; C) partial solution for the line source; D) analytic solution - or potential distribution per ampere of current injected; E) numeric solution; F) percent error distribution; and G) percent error histogram.
[0029] Figures 8A and 8B show two examples of potential distributions generated in the presence of the metallic subsurface infrastructure (tanks, pipes, and wells) illustrated in Figures 5A and 5B.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0030] The present invention relates to methods and systems of imaging the electrical conductivity distribution of a subsurface containing metal lic structures with known locations and dimensions. In one embodiment of the present invention, the method accurately accommodates the large conductivity contrast typically existing between subsurface host material s and buried metallic
structures. In one embodiment, the global solution to the Poisson equation is decoupled at the metallic boundaries into a series of well-conditioned partial solutions. Each partial solution is then scaled to honor known current flux conditions based on the divergence theorem. Finally, the partial solutions are superimposed to form the global solution.
[0031] In addition, other advantages of the present invention include, but are not limited to, the following: 1 ) the solution can be formulated on an unstructured tetrahedral mesh, enabling arbitrary shapes to be accommodated efficiently; 2) discontinuous structures that are electrically connected can be easily accommodated; 3) metallic objects can be used as current sources and/or potential measurement electrodes; 4) no special requirements or adjustments are required for the inversion problem; and 5) a method of singularity removal may be provided without the necessity of an analytic solution (Weigmann and Bube, 1998), and 6) the method or algorithm can be implemented in parallel to accommodate the computational demands of 3D imaging. With respect to computational requirements, an additional forward solution may be provided for each distinct metallic object, which is the computational equivalent of adding one point source electrode to the inversion algorithm.
[0032] In one example, the present invention allows for the imaging of contaminated soil beneath a leaking tank using surface electrodes, well casing electrodes, and/or vertical arrays of point source electrodes. The capability to accurately model infrastructure with known dimensions and location - as described in the present invention - enables ERT imaging to be accurately assessed and executed.
Subsurface electrical potential
[0033] The direct-current electrical potential arising from a given current source is given by the Poisson equation:
[0034] where r is a position vector, σ is electrical conductivity, Øis electrical potential, and Jis the source current density. Given σ , Jand appropriate boundary conditions, the objective of the forward model is to solve equation 1 for Ø , which is measured at known electrode locations during an ERT experiment. Consider the general subsurface region Ω which is comprised of a background sub-region Ω0 with electrical conductivity σ0(r) , and n sub-regions Ω, ··· Ω„with infinite conductivity, such that the potential in each sub-region has a unique, constant potential, designated Ø1 · · · Øn as shown in figure 1 . In this example, the surface boundary ( Γs ) condition is Neumann, whereby the current flux normal to the surface boundary is zero. In this example, the subsurface boundary conditions are Dirichlet (r„ ), and specify zero potential on each subsurface boundary. In practice, the subsurface boundaries of the computational mesh are placed far from the region of interest to approximate zero potential at infinite distance. The sub-regions Ω, ··· Ω„ represent (for example) electrically conductive well casings, pipes, or tanks with known location and dimension that are assumed to have infinite conductivity. The error introduced by the infinite conductivity assumption is insignificant under most circumstances, as discussed below.
[0035] The solution to equation 1 under the conditions shown in figure 1 is computed herein using, as one example, a specific application of the more
general framework described by Klapper and Shaw (2006), which provides a generalization of the immersed interface boundary condition method for accommodating large coefficient discontinuities in the numerical solutions of elliptic and parabolic equations. In one embodiment, the global solution Ø is generated by 1 ) solving a series of well-conditioned partial solutions that are decoupled at the discontinuous conductivity boundaries (i.e., Γ1— Γ,,), 2) scaling the partial solutions to honor a set of known current flux conditions, and 3) superimposing the partial solutions to provide the global solution. Below is shown the development for the global solution arising from a single current source with a current sink at infinite distance from the source, termed herein the pole solution. To simulate an ERT data set, one such solution is generated for every electrode used as a current source or sink. The total potential for any source-sink electrode pair may then be generated by subtracting the pole solution for the current sink electrode from the pole solution for the current source electrode. This approach provides a significant computational savings over explicitly computing the global solution for each measurement, the number of which is typically much larger than the number of current source electrodes.
[0036] The pole solution for a point electrode located in Ω0 comprises n+\ partial solutions, one for the electrode and one for each of the n infinite conductivity sub-regions. The partial solution for region Ω0 ( Ø0 ) is given by solving:
[0037] where ή is the unit normal vector to the corresponding surface. In equation 2, the partial solution in region Ω0 is computed for given current source in Ω0 (e.g. an electrode point source), with the potential at each infinite- conductivity boundary set to zero, and the outer boundary conditions as previously specified.
[0038] The partial solution for region Ω0, is given by solving:
[0039] The solution to equation 3 provides the potential in Ω0 given a unit potential on the infinite conductivity boundary Γ . , zero potential on the remaining infinite conductivity boundaries, and outer boundary conditions as previously specified.
[0040] The partial solutions Ø0 · ·· Øn provide the basis desired to construct the global solution. However, direct superposition of Ø0 · ·· Øn will provide a global solution that violates the known flux conditions through each infinite conductor. Those conditions are given by the divergence theorem, which specifies:
[0041] In this work there are two possible source conditions for equation 4. In the first case there is no current source within Ω
j , and the right hand side of equation 4 is zero. This represents the case were Ωj. is not being used as a current source electrode. When region Ωj is the current source electrode, the right hand side of equation 4 is set to one in order to simulate ERT potential measurements which are typically normalized to one unit of injected current.
[0043] where the scaling factors
are chosen to satisfy the flux conditions specified by equation 4. The scaling factors are determined by solving the matrix equation:
[0044] where i's the current flux through Ω, arising fromØ , computed
as described in the forthcoming sections. Fi is chosen to satisfy equation 4. For example, if the current source is a point electrode withi n Ω0 , then :
[0045]
by the cumulative current flux out of arising from
[0047] If region is a non-point current injection electrode, then :
[0049] so that the net current flux from Øk is one unit, and the current flowing out of the remaining infinite conductivity regions is zero. Note also that in thi s case, Ø0 (r) is zero because there is no current source within Ø0 .
[0050] Let np be the number of point source electrodes and nnp be the number of non-point source electrodes used to generate an ERT survey. Inspection of equations 2 through 6 reveals that the forward simulation for an ERT survey requires np solves of equation 2 (one for each point source electrode), «solves of equation 3 (one for each infinite conductivity region), and np + nnp solves of equation 6 (one for each non-point current source).
Numerical solution
[0051] Equations 2 and 3 are discretized and solved using the weak form finite element solution on an unstructured tetrahedral mesh (Gunther et al., 2006). The unstructured mesh enables arbitrary shapes to be accommodated, and facilitates efficient modeling of complex structures (e.g. piping systems, buried tanks etc.). Potentials are computed on the nodes of the mesh, and conductivities are specified on the mesh elements, each element being formed by four bounding nodes. As will be shown, linear structures (e.g. pipes, wellbore casings) can be accurately modeled as a series of connected nodes (e.g. a line source), and 2D structures (e.g. sheet piles or other planar metallic barriers) can be modeled as a mesh of connected nodes (e.g. a planar source). In addition, because the potential of an infinite conductivity feature is everywhere equal, it is only necessary to model the boundary of 3D structures, with
boundary conditions as described in the previous section. Thus only the shells of 3D structures are incorporated into the computational mesh, the internal structure being hollow. Figure 5B shows an example of a computational mesh incorporating buried tanks, pipes, and well casings that will be used in the forthcoming synthetic modeling and inversion demonstration.
Flux computations
[0052] To solve equation 6 for the flux scaling factors ( Cj ), the current flux terms fi, j comprising the left hand side matrix is computed. It is well known that finite element flux computations are globally conservative, but locally non- conservative, eliminating the possibility of computing fi, j by the weak form finite element solution. Instead, localized control volume finite element (CVFM) computations (Voller; 2009) are used to compute the flux through each infinite conductivity inclusion.
[0053] To illustrate the CVFM computations, consider the neighboring tetrahedral elements A and B shown in figure 2, which illustrate the two types of elements that can bound a point, line, plane, or volume representing an infinite conductivity feature. Element A illustrates the case where only two nodes of the element lie on an infinite conductivity boundary (N3 and N4, or Nl and N5). Element B illustrates the case where either three nodes (N2, N3, or N4), or 1 node (Nl ), lies on the boundary. Note that it is not possible for all four nodes to lie on the boundary with a non-degenerate tetrahedron. Typically many elements of types A and B will be combined to bound a given infinite conductivity structure.
[0054] In the CVFM method, six sub-planes (P1 -P6) are formed within each bounding element by connecting segment midpoints, element face centroids, and the nodal centroid in the case of element B as shown in figure 2. These subplanes are defined on every element having nodes that bound an infinite conductivity surface Γ, . As a whole, they form a closed boundary around Ω, by which the left hand side of equation 4 may be approximated to compute fl f . To illustrate, let e represent an element bounding Ω, , and let ne be the total number of elements bounding Ω( . Equation 4 is approximated by:
Ι ;
[0055] where σe is the conductivity of element e , Ae,p is the area of plane p in element is the potential within element e arising from source is the
and is constant within each element, computed using the linear finite element shape functions for each element. In words, equation 9 computes and sums the outward flux flowing through every subplane. to provide the total net flux flowing through Ω, due to the potential field Ø . For computational
efficiency, equation 9 is reduced to the form:
[0056] Μ
column k of a flux computation matrix K, formed to account for the geometric
terms of equation 9 for region Ω, . Since K, depends only on the mesh geometry, it is computed only once, and provides a means to efficiently compute the net flux through Ω, given any potential field Ø j(r) and conductivity distribution σ(r)
. As shown below, computation of K, facilitates efficient computation of the forward problem in the parallel algorithm. This is particularly helpful in the inverse problem, where the forward problem must be solved multiple times.
Parallel implementation
[0058] To summarize, steps to compute the forward solution include:
[0059] 1. Compute the np point source partial solutions Ø0 (r) , one for each point electrode (equation 2).
[0060] 2. Compute the «ηοη-point partial solutions
j one for each infinite conductivity region (equation 3).
[0061] 3. Using the partial solutions computed in parts 1 and 2, compute the np+npp solutions to equation 6, one for each np point source/sink electrode and each npp non-point current source/sink electrode.
[0062] 4. Construct the np + npp pole solutions using equation 5.
[0063] 5. Superimpose appropriate pole solutions and extract potentials to construct simulated measurements.
[0064] Steps 1 through 5 are amenable to parallel computation. The parallel algorithm described herein uses a master/slave configuration (Johnson et al., 2010), whereby a single master process handles input/output and orchestrates
computations. One or more slave processes handle the primary computational burdens, message passing, and memory requirements.
[0065] For the sake of simplicity, assume one slave process is assigned to each of the np point source electrodes, and to each of the n infinite conductivity regions. Figure 3 shows a flow diagram illustrating the parallel computation of a forward simulation. Rectangles represent the master process and circles represent slave processes. Each slave step is perfectly parallel - no interprocess communications are required - except for step 3, which represents a small portion of the overall computational burden, enabling the algorithm to remain highly scalable. In the setup phase the master process reads input information (i.e. computational mesh, electrode locations, measurement sequence etc.) and broadcasts pertinent information to each of the slave processors. The slave processors construct the finite element matrix. The slave processes responsible for infinite conductivity inclusions (slaves np+1 through np+n) also construct the flux computation matrices Ki for regions
Steps 1 and 2, whereby the partial solutions for each point electrode source and each infinite conductivity source are computed, are executed at the same time. In step three, message passing between slaves is required in order to efficiently compute the left and right hand sides of equation 6. In step 4, each slave uses equation 5 to compute the pole solution for its corresponding electrode. Finally, in step 5, each slave extracts those potentials necessary to simulate the ERT measurement sequence and sends them to the master process where they are assembled.
[0066] In this work the partial solutions (i.e. equations 2 and 3) are not parallelized, enabling the forward computation to remain highly scalable, except
for the message passing required in step 3. The matrix equation required to solve equations 2 and 3 is sparse, such that relatively large problems (many millions of elements) can easily be computed stored on the memory typically allocated to a single processor. The message passing requirements to formulate and solve equation 6 are typically small such that the computation burden associated with steps 3 is much smaller than that of steps 1 and 2, even for large numbers of infinite conductivity inclusions. Thus, message passing requirements for the forward simulation are minimal, enabling the algorithm to remain highly scalable.
Inverse Problem
Analytic Solutions
[0067] In the results section numeric forward modeling results using the procedure described above are validated through comparison to analytic solutions for a line source. Referring to figure 4, the potential at a point within an infinite medium of homogeneous conductivity caused by a vertical line source whose axis passes through the origin is given by (Wait, 1982, Bhagwan and Trofimenkoff, 1982):
[0068] where z, z1, z2 J and r are distances as outlined in figure 4, I s is the current source strength of the line source, and σ homogeneous conductivity. Using the method of images, the corresponding half space potential is given by;
[0069] where the half-space boundary is located at z = 0.
[0070] Using equations 11 and 12, a semi-analytic solution for the halfspace potential arising from a point source of current in the presence of a vertical conductor may be derived. The solution is similar to the numeric procedure described above as outlined in detail by Johnston et al 1987. The vertical conductor is divided into a number of small segments, and the current strength of each segment is adjusted so that the total current flux emanating from the line source is perfectly negated by the current flux through the line source that arises from the point source potential, thereby honoring conservation of charge within the conductor. Once the current strength of each segment is known, the potential distribution arising from that segment is computed with equation 12, and the global potential is produced by summing the contributions from each segment with the point source potential.
Synthetic Analysis: Imaging vadose zone contamination in the presence of buried conductive pipes, tanks, and well casings
[0071] To demonstrate a real-world application, consider the conceptual model shown in figure 5A, which consists of a series of six metallic storage tanks connected together by buried metallic piping, such that the tanks and pipes have the same electrical potential. The pipes are tanks connected physically and electrically to form a single 'electrode' of constant potential. The conductivity of soils surrounding the tanks and pipes is 0.001 S/m, except for the regions where leaks have occurred. The three pipe-leak regions have a conductivity of 0. 1 S/m, and the tank leak region has a conductivity of 1 .0 S/m. The system also includes 14 metal-cased monitoring wells to a depth of 40 m, distributed as
shown in figure 5A. The objective of the analysis is to investigate the capability to image the leak zones using 1 ) surface electrodes deployed directly above the transfer pipes, 2) well casings as long electrodes, and 3) borehole electrodes installed beneath the leaking tank. The surface and borehole electrodes are shown as dots, and well casings are used as electrodes for ERT imaging. The surface array, in this example, consists of 43 electrodes over the main transfer line, and 39 electrodes over each of the three lines connecting to the six tanks, for a total of 160 electrodes at 2m spacing. Each of the four boreholes arrays contains 16 electrodes at 2m spacing, for a total of 64 electrodes. Wenner array surveys were simulated along each of the four surface lines, for a total of 815 measurements. The borehole survey included a series of 3995 cross-hole dipole- dipole measurements. The well-casing survey comprised every possible unique measurement, including potential measurements on the tank/pipe 'electrode', for a total of 4095 measurements using 15 electrodes (14 wells and 1 tank/pipe electrode).
[0072] A cutout of the computational mesh is shown superimposed on the tanks in figure 5B. As discussed previously, only the conductive boundary of the tank is included in the mesh, the interior tank regions being hollow. The pipes and wells are modeled as line sources with 0.5 m spacing between each node on the line, which produces a refined mesh around pipe and well locations. The mesh is also refined near point electrodes for modeling accuracy in the high potential gradient regions near electrodes. Mesh boundaries extend far beyond the imaging region (~5000 m) to reduce boundary effects (not shown), with expanding elements to reduce computational demand. In total, the mesh consists of 1 ,567,844 elements and 254,409 nodes.
[0073] Forward modeling and inversion are executed on the same mesh using 161 processors for the surface array simulation, 16 processors for the well- electrode array simulation, and 65 processors for the borehole array simulation. To simulate field conditions, 5% normally distributed noise is added to each measurement.
Results
[0074] Figure 6 shows a comparison of the analytic and numeric solutions computed for a current injection of 1 Ampere between two line sources (e.g. well casings). Figure 6A shows a cutout of the computational mesh and the locations of the current source and sink lines. Figures 6B and 6C show the two partial solutions to equation 2 need to form the pole solutions, one for each line source. Figure 6B shows the partial solution for the line source at (0,0) m. Figure 6C shows the partial solution for the line source at (20,0) m. For each partial solution the potential on the source line is one volt and the potential on the remaining line is zero as required. As described previously, the partial solutions are scaled and summed so that the net current flux emanating from the pole line source is equal to one ampere and net flux through the remaining line source is zero, thereby providing the pole solution for the given line source. The pole solution for the line source at x=20m is subtracted from the pole solution for the line source at x=0 m to provide the global solution shown in Figure 6E, which is a numeric solution. For comparison, Figure 6D shows the corresponding analytic solution - i.e., potential distribution per ampere of current injected - computed using equation 12. Figure 6F shows the numeric solution error, which is given by:
[0075] where
are respectively the analytic and numeric potential solutions for node i . Figure 6G shows the error histogram.
[0076] Figure 7 compares the semi-analytic solution for a point current pole source in the presence of a vertical line of infinite conductivity. As with figure 6, the Figure 7 shows: A) the computational mesh for a pole current source in the presence of an infinite conductivity vertical line (e.g., a well casing), B) the partial solution for the point electrode source (see equation 2), C) the partial solution for the line source (see equation 3), D) the semi-analytic solution (i.e., potential distribution per ampere of current injected), and E) the numeric solution, F) the percent error distribution or percent difference between the numeric and semi-analytic solution, and G) the percent difference histogram. Both figures 6 and 7 display good agreement between analytic and numeric solutions, and demonstrate the accuracy of the numeric solution.
[0077] Figure 8 shows two examples of potential distributions generated in the presence of the metallic subsurface infrastructure (tanks, pipes, and wells) illustrated in figure 5. Figure 8A shows the potential generated from a 1 Ampere current injection between point source electrodes on the surface, and 8B shows the potential generated from a 1 Ampere current injection between two well casing line sources. Current flows perpendicular to constant potential isosurfaces, so the potentials are presented as isosurfaces to illustrate the nature of current flow through the subsurface. Careful inspection of 8A and 8B shows how the pipes and tanks provide primary current flow paths between source and sink electrodes, dramatically altering the potential field that would exist in the
absence of the infrastructure. Isosurfaces are shown at +/- (10.0, 1 .0, 0.1 , and 0.001 V/A). Pipes and tanks are electrically connected. As current flows perpendicular to the isosurfaces, the isosurfaces indicate how current flows into and out of metallic features, and how those features influence the potential field. Noting the dominant influence the infrastructure exerts on the potential field, it is valid to conclude that erroneous modeling of infrastructure effects in this case and similar cases, such as assuming tanks are electrically isolated, will likely result in significant inversion artifacts as the inversion algorithm attempts to compensate for modelling error.
References
BHAGWAN, J. & TROFIMENKOFF, F. N. 1982. Electric Drill Stem Telemetry. Ieee
Transactions on Geoscience and Remote Sensing, 20, 193-197.
DAILY, W., RAMIREZ, A. & BINLEY, A. 2004a. Remote monitoring of leaks in storage tanks using electrical resistance tomography: Applications at the Hanford site.
Journal of Environmental and Engineering Geophysics, 9, 11 -24.
DAILY, W., RAMIREZ, A., NEWMARK, R. & MASICA, K. 2004b. Low-cost reservoir tomographs of electrical resistivity. The Leading Edge, 23, 472-480.
FARQUHARSON, C. G. 2008. Constructing piecewise-constant models in multidimensional minimum-structure inversions. Geophysics, 73, K1-K9.
GUNTHER, T., RUCKER, C. & SPITZER, K. 2006. Three-dimensional modelling and
inversion of dc resistivity data incorporating topography - II. Inversion. Geophysical
Journal International, 166, 506-517.
HOU, S. M. & LIU, X. D. 2005. A numerical method for solving variable coefficient elliptic equation with interfaces. Journal of Computational Physics, 202, 41 1-445.
JOHNSON, T. C, VERSTEEG, R. J., WARD, A., DAY-LEWIS, F. D. & REVIL, A. 2010.
Improved hydrogeophysical characterization and monitoring through parallel modeling and inversion of time-domain resistivity and induced-polarization data.
Geophysics, 75, Wa27-Wa41.
JOHNSTON, R. H., TROFIMENKOFF, F. N. & HASLETT, J. W. 1987. Resistivity
Response of a Homogeneous Earth with a Finite-Length Contained Vertical
Conductor. leee Transactions on Geoscience and Remote Sensing, 25, 414-421. KAFAFY, R., LIN, T., LIN, Y. & WANG, J. 2005. Three-dimensional immersed finite element methods for electric field simulation in composite materials. International
Journal for Numerical Methods in Engineering, 64, 940-972.
KEMNA, A., BINLEY, A. M., DAY-LEWIS, F. D., ENGLERT, A., TEZKAN, B.,
VANDERBORGHT, J. & VEREECKEN, H. 2006. Solute and Contaminant
Transport Monitoring. In: VEREECKEN, H. (ed.) Applied Geophysics. Springer
Netherlands.
KLAPPER, I. & SHAW, T. 2007. A large jump asymptotic framework for solving elliptic and parabolic equations with interfaces and strong coefficient discontinuities. Applied
Numerical Mathematics, 57, 657-671.
LAST, B. J. & KUBIK, K. 1983. Compact Gravity Inversion. Geophysics, 48, 713-721. LESMES, D. P. & FRIEDMAN, S. P. 2005. Relationships between the electrical and
hydrogeologic properties of rocks and soils. In: RUBIN, S. & HUBBARD, S. S.
(eds.) Hydrogeophysics. Springer.
LEVEQUE, R. J. & LI, Z. L. 1994. The Immersed Interface Method for Elliptic-Equations with Discontinuous Coefficients and Singular Sources. Siam Journal on Numerical
Analysis, 31, 1019-1044.
LIU, X. D., FEDKIW, R. P. & KANG, M. J. 2000. A boundary condition capturing method for Poisson's equation on irregular domains. Journal of Computational Physics, 160, 151-178.
LOKE, M. H„ CHAMBERS, J. E, RUCKER, D. F, KURAS, O. & WILKINSON, P. B.
2013. Recent developments in the direct-current geoelectrical imaging method.
Journal of Applied Geophysics, 95, 135-156.
RAMIREZ, A., DAILY, W., BINLEY, A., LABRECQUE, D. & ROELANT, D. 1996.
Detection of leaks in underground storage tanks using electrical resistance methods.
Journal of Environmental and Engineering Geophysics, I, 189-204.
REVIL, A. & GLOVER, P. W. J. 1998. Nature of surface electrical conductivity in natural sands, sandstones, and clays. Geophysical Research Letters, 25, 691-694.
REVIL, A., KARAOULIS, M., JOHNSON, T. & KEMNA, A. 2012. Review: Some low- frequency electrical methods for subsurface characterization and monitoring in hydrogeology Hydrogeology Journal.
RUCKER, C. & GUNTHER, T. 2011. The simulation of finite ERT electrodes using the complete electrode model. Geophysics, 76, F227-F238.
RUCKER, D. F. 2012. Enhanced resolution for long electrode ERT. Geophysical Journal
International, 191, 101-111.
RUCKER, D. F., CROOK, N., GLASER, D. & LOKE, M. H. 2012. Pilot-scale field
validation of the long electrode electrical resistivity tomography method. Geophysical
Prospecting, 60, 1150-1166.
RUCKER, D. F., FINK, J. B. & LOKE, M. H. 2011. Environmental monitoring of leaks using time-lapsed long electrode electrical resistivity. Journal of Applied Geophysics,
74, 242-254.
RUCKER, D. F., LOKE, M. H., LEVITT, M. T. & NOONAN, G. E. 2010. Electrical- resistivity characterization of an industrial site using long electrodes. Geophysics, 75, Wa95-Wal04.
SINGHA, K., DAY-LEWIS, F. D., JOHNSON, T. C. & SLATER, L. D. In press Advances in interpretation of subsurface processes with time-lapse electrical imaging.
Hydrological Processes.
SLATER, L. & LESMES, D. P. 2002. Electrical-hydraulic relationships observed for
unconsolidated sediments. Water Resources Research, 38.
WAIT, J. R. 1982. Geo-Electromagnetism, New York Academic.
WEIGMANN, A. & BUBE, K. 1998. The immersed interface method for nonlinear
differential equations with discontinuous coefficients and singular sources. SIAMJ.
Numer. Anal, 35.
YANG, D. Q. 2000. Finite elements for elliptic problems with wild coefficients. Mathematics and Computers in Simulation, 54, 383-395.
ZHU, T. & FENG, R, 2011. Resistivity tomography with a vertical line current source and its applications to the evaluation of residual oil saturation.
Journal of Applied Geophysics, 73, 155- 163.
[0078] In compliance with the statute, embodiments of the invention have been described in language more or less specific as to structural and methodical features. It is to be understood, however, that the entire invention is not limited to the specific features and/or embodiments shown and/or described, since the disclosed embodiments comprise forms of putting the invention into effect.
Claims
1. A method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions, the method comprising: a. injecting electrical currents into the subsurface to measure electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements;
b. applying a numeric code to simulate the measured potentials in the presence of the metallic structures; and
c. applying an inversion code that utilizes the electrical resistivity tomography
measurements and the simulated measured potentials to image the subsurface electrical conductivity distribution and remove effects of the subsurface metallic structures with known locations and dimensions.
2. The method of Claim 1 wherein the numeric code is a forward model.
3. The method of Claim 2 wherein the applying the forward model to simulate the
subsurface potentials comprises a solution to a Poisson equation.
4. The method of Claim 3 wherein the Poisson equation includes at least one of the
following: integral calculations, analytical calculations, numerical calculations, partial solutions calculations, digital calculations, and an immersed interface boundary condition solution.
5. The method of Claim 3 wherein the inversion code is applied so that the simulated electrical potentials match actual measured electrical potentials in the presence of the metallic structures.
6. The method of Claim 4 wherein applying the inversion code includes generating an electrical conductivity distribution that minimizes error between the simulated electrical potentials and the actual potentials measured in the presence of the metallic structures.
7. The method of Claim 2 wherein applying the forward model and the inversion produces a reconstructed three-dimensional image of the subsurface, while removing the effects of the subsurface metallic structures.
8. The method of Claim 1 wherein the electrodes are at least one of the following: surface electrodes, well casing electrodes, arrays of point buried electrodes, and the metallic structures with known locations and dimensions used as electrodes.
9. The method of Claim 1 wherein a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements.
10. A method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions, the method comprising: a. injecting current and measuring electrical potential of the subsurface with multiple sets of electrodes in the presence of the metallic infrastructures, thus generating electrical resistivity tomography measurements;
b. applying a forward model to simulate the subsurface electrical potential
measurement, including effects of the metallic structures; and
c. performing an inversion of the forward model to generate an electrical
conductivity distribution that minimizes error between the simulated electrical potentials and actual measured electrical potentials, while removing the effects of the metallic structures.
11. The method of Claim 10 wherein the applying the forward model to simulate the
electrical potential measurement comprises a solution to a Poisson equation.
12. The method of Claim 11 wherein the Poisson equation is solved using an immersed interface boundary condition solution to simulate subsurface potentials generated in the presence of the metallic structures.
13. The method of Claim 12 wherein the Poisson equation includes at least one of the
following: integral calculations, analytical calculations, numerical calculations, partial solutions calculations, digital calculations, and an immersed interface boundary condition solution.
14. The method of Claim 11 wherein applying the forward model and performing the
inversion produces a reconstructed three-dimensional image of the subsurface, while removing the effects of the metallic structures.
15. The method of Claim 10 wherein the electrodes are at least one of the following: surface electrodes, well casing electrodes, arrays of point buried electrodes, and the metallic structures used as electrodes.
16. The method of Claim 10 wherein a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements.
17. A method of imaging electrical conductivity distribution of a subsurface containing metallic structures with known locations and dimensions, the method comprising: a. injecting electrical currents into the subsurface to measure electrical potentials using multiple sets of electrodes, thus generating electrical resistivity tomography measurements;
b. applying a Poisson equation to simulate the measured potentials in the presence of the metallic structures, wherein a boundary of each metallic structure is represented by nodes, faces, or segments of unstructured tetrahedral elements; and c. applying an inversion code that utilizes the electrical resistivity tomography
measurements and the simulated measured potentials to produce a reconstructed
three-dimensional image of the subsurface electrical conductivity in the presence of the subsurface metallic structures.
18. The method of Claim 17 wherein the Poisson equation includes at least one of the
following: integral calculations, analytical calculations, numerical calculations, partial solutions calculations, digital calculations, and an immersed interface boundary condition solution.
19. The method of Claim 17 wherein the electrodes are at least one of the following; surface electrodes, well casing electrodes, arrays of point buried electrodes, and the metallic structures used as electrodes.
20. The method of Claim 17 wherein the inversion code is applied so that the simulated electrical potentials match actual measured electrical potentials in the presence of the metallic structures.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US14/447,443 | 2014-07-30 | ||
| US14/447,443 US9772423B2 (en) | 2014-07-30 | 2014-07-30 | Method of imaging the electrical conductivity distribution of a subsurface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2016018492A1 true WO2016018492A1 (en) | 2016-02-04 |
Family
ID=53268892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US2015/030151 Ceased WO2016018492A1 (en) | 2014-07-30 | 2015-05-11 | Method of imaging the electrical conductivity distribution of a subsurface |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US9772423B2 (en) |
| WO (1) | WO2016018492A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021243967A1 (en) * | 2020-06-03 | 2021-12-09 | 山东大学 | Three-dimensional resistivity tomography method and system |
| US11262472B2 (en) * | 2018-04-18 | 2022-03-01 | Zhejiang University | Prospecting method and instrument system of the three-dimensional electrical resistivity tomography based on random distribution of electrodes |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105785476A (en) * | 2016-05-17 | 2016-07-20 | 浙江水利水电学院 | High density electrical resistivity imaging method |
| CN109982554A (en) * | 2017-12-28 | 2019-07-05 | 湖南中车时代电动汽车股份有限公司 | A kind of electric machine controller |
| US11714078B1 (en) | 2018-06-12 | 2023-08-01 | Battelle Memorial Institute | Systems and methods for determining ground water-surface water interactions |
| CN111597752B (en) * | 2020-04-08 | 2023-06-30 | 山东大学 | Cross-hole Resistivity CT Deep Learning Inversion Method and System for Balancing Between-hole Sensitivity |
| CN111650648A (en) * | 2020-07-03 | 2020-09-11 | 安徽理工大学 | A rapid detection imaging system and method for resistivity of winter bamboo shoots |
| CN112668212B (en) * | 2020-09-02 | 2023-03-24 | 国网内蒙古东部电力有限公司检修分公司 | Finite element-based method for analyzing overflow characteristics of grounding electrode under different soil models |
| CN117991348B (en) * | 2024-01-30 | 2025-02-21 | 广东核力工程勘察院 | Space self-adaptive unstructured element resistivity tomography method and system |
| CN119641329B (en) * | 2024-12-19 | 2025-12-05 | 广西科技大学 | A method for detecting direct current through-holes |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5346307A (en) * | 1993-06-03 | 1994-09-13 | Regents Of The University Of California | Using electrical resistance tomography to map subsurface temperatures |
-
2014
- 2014-07-30 US US14/447,443 patent/US9772423B2/en active Active
-
2015
- 2015-05-11 WO PCT/US2015/030151 patent/WO2016018492A1/en not_active Ceased
Non-Patent Citations (32)
| Title |
|---|
| ABELARDO RAMIREZ ET AL: "Detection of Leaks in Underground Storage Tanks Using Electrical Resistance Methods", JOURNAL OF ENVIRONMENTAL AND ENGINEERING GEOPHYSICS, vol. 1, no. 3, 1 December 1996 (1996-12-01), pages 189 - 203, XP055203089, ISSN: 1083-1363, DOI: 10.4133/JEEG1.3.189 * |
| BHAGWAN, J.; TROFIMENKOFF, F. N.: "Electric Drill Stem Telemetry", IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, vol. 20, 1982, pages 193 - 197 |
| DAILY, W.; RAMIREZ, A.; BINLEY, A.: "Remote monitoring of leaks in storage tanks using electrical resistance tomography: Applications at the Hanford site", JOURNAL OF ENVIRONMENTAL AND ENGINEERING GEOPHYSICS, vol. 9, 2004, pages 11 - 24 |
| DAILY, W.; RAMIREZ, A.; NEWMARK, R.; MASICA, K.: "Low-cost reservoir tomographs of electrical resistivity", THE LEADING EDGE, vol. 23, 2004, pages 472 - 480 |
| FARQUHARSON, C. G.: "Constructing piecewise-constant models in multidimensional minimum-structure inversions", GEOPHYSICS, vol. 73, 2008, pages K1 - K9 |
| GUNTHER, T.; PUCKER, C.; SPITZER, K: "Three-dimensional modelling and inversion of dc resistivity data incorporating topography", GEOPHYSICAL JOURNAL INTERNATIONAL, vol. 166, 2006, pages 506 - 517 |
| H U, S. M.; LIU, X. D.: "A numerical method for solving variable coefficient elliptic equation with interfaces", JOURNAL OF COMPUTATIONAL PHYSICS, vol. 202, 2005, pages 411 - 445 |
| JOHNSON, T. C.; VERSTEEG, R. J.; WARD, A.; DAY-LEWIS, F. D.; REVIL, A.: "Improved hydrogeophysical characterization and monitoring through parallel modeling and inversion of time-domain resistivity and induced-polarization data", GEOPHYSICS, vol. 75, 2010, pages WA27 - WA41 |
| JOHNSTON, R. H.; TROFIMENKOFF, F. N.; HASLETT, J. W.: "Resistivity Response of a Homogeneous Earth with a Finite-Length Contained Vertical Conductor", IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, vol. 25, 1987, pages 414 - 421 |
| KAFAFY, R; LIN, T.; LIN, Y.; WANG, J.: "Three-dimensional immersed finite element methods for electric field simulation in composite materials", INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, vol. 64, 2005, pages 940 - 972 |
| KEMNA, A.; BINLEY, A. M.; DAY-LEWIS, F. D.; ENGLERT, A.; TEZKAN, B.; VANDERBORGHT, J.; VEREECKEN, H.: "Applied Geophysics", 2006, SPRINGER, article "Solute and Contaminant Transport Monitoring" |
| KLAPPER, I.; SHAW, T.: "A large jump asymptotic framework for solving elliptic and parabolic equations with interfaces and strong coefficient discontinuities", APPLIED NUMERICAL MATHEMATICS, vol. 57, 2007, pages 657 - 671 |
| LAST, B. J.; KUBIK, K.: "Compact Gravity Inversion", GEOPHYSICS, vol. 48, 1983, pages 713 - 721 |
| LESMES, D. P.; FRIEDMAN, S. P.: "Hydrogeophysics", 2005, SPRINGER, article "Relationships between the electrical and hydrogeologic properties of rocks and soils" |
| LEVEQUE, R. J.; LI, Z. L.: "The Immersed Interface Method for Elliptic-Equations with Discontinuous Coefficients and Singular Sources", SIAM JOURNAL ON NUMERICAL ANALYSIS, vol. 31, 1994, pages 1 19 - 1044 |
| LIU, X. D.; FEDKIW, R. P.; KANG, M. J.: "A boundary condition capturing method for Poisson's equation on irregular domains", JOURNAL OF COMPUTATIONAL PHYSICS, vol. 160, 2000, pages 151 - 178 |
| LOKE, M. H.; CHAMBERS, J. E.; PUCKER, D. F.; KURAS, O.; WILKINSON, P. B.: "Recent developments in the direct-current geoelectrical imaging method", JOURNAL OF APPLIED GEOPHYSICS, vol. 95, 2013, pages 135 - 156 |
| RAMIREZ, A.; DAILY, W.; BINLEY, .; LABRECQUE, D.; ROELANT, D.: "Detection of leaks in underground storage tanks using electrical resistance methods", JOURNAL OF ENVIRONRNENTAL AND ENGINEERING GEOPHYSICS, vol. 1, 1996, pages 189 - 204 |
| REVIL, A.; GLOVER, P. W. J.: "Nature of surface electrical conductivity in natural sands, sandstones, and clays", GEOPHYSICAL RESEARCH LETTERS, vol. 25, 1998, pages 691 - 694 |
| REVIL, A.; KARAOULIS, M.; JOHNSON, T.; KEMNA, A.: "Review: Some low-frequency electrical methods for subsurface characterization and monitoring in hydrogeology", HYDROGEOLOGY JOURNAL, 2012 |
| ROCKER, C.; GUNTHER, T.: "The simulation of finite ERT electrodes using the complete electrode model", GEOPHYSICS, vol. 76, 2011, pages F227 - F238 |
| RUCKER, D. .: "Enhanced resolution for long electrode ERT", GEOPHYSICAL JOURNAL INTERNATIONAL, vol. 191, 2012, pages 101 - 111 |
| RUCKER, D. F.; CROOK, N.; GLASER, D.; LOKE, M. H.: "Pilot-scale field validation of the long electrode electrical resistivity tomography method", GEOPHYSICAL PROSPECTING, vol. 60, 2012, pages 1150 - 1166 |
| RUCKER, D. F.; FINK, J. B.; LOKE, M. H.: "Environmental monitoring of leaks using time-lapsed long electrode electrical resistivity", JOURNAL OF APPLIED GEOPHYSICS, vol. 74, 2011, pages 242 - 254 |
| RUCKER, D. F.; LOKE, M. H.; LEVITT, M. T.; NOONAN, G. E.: "Electrical-resistivity characterization of an industrial site using long electrodes", GEOPHYSICS, vol. 75, 2010, pages WA95 - WA104 |
| SINGHA, K.; DAY-LEWIS, F. D.; JOHNSON, T. C.; SLATER, L. D.: "Advances in interpretation of subsurface processes with time-lapse electrical imaging", HYDROLOGICAL PROCESSES |
| SLATER, L.; LESMES, D. P.: "Electrical-hydraulic relationships observed for unconsoiidated sediments", WATER RESOURCES RESEARCH, 2002, pages 38 |
| WAIT, J. R.: "Geo-Electromagnetism", 1982, NEW YORK ACADEMIC |
| WEIGMANN, A.; BUBE, K.: "The immersed interface method for nonlinear differential equations with discontinuous coefficients and singular sources", SIAM J. NUMER. ANAL., 1998, pages 35 |
| XU-DONG LIU ET AL: "A Boundary Condition Capturing Method for Poisson's Equation on Irregular Domains", JOURNAL OF COMPUTATIONAL PHYSICS, vol. 160, no. 1, 1 May 2000 (2000-05-01), pages 151 - 178, XP055203086, ISSN: 0021-9991, DOI: 10.1006/jcph.2000.6444 * |
| YANG, D. Q.: "Finite elements for elliptic problems with wild coefficients", MATHEMATICS AND IN SIMULATION, vol. 54, 2000, pages 383 - 395 |
| ZHU, T.; FENG, R.: "Resistivity tomography with a vertical line current source and its applications to the evaluation of residual oil saturation", JOURNAL OF APPLIED GEOPHYSICS, vol. 73, 2011, pages 155 - 163 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11262472B2 (en) * | 2018-04-18 | 2022-03-01 | Zhejiang University | Prospecting method and instrument system of the three-dimensional electrical resistivity tomography based on random distribution of electrodes |
| WO2021243967A1 (en) * | 2020-06-03 | 2021-12-09 | 山东大学 | Three-dimensional resistivity tomography method and system |
| US11960048B2 (en) | 2020-06-03 | 2024-04-16 | Shandong University | Three-dimensional electrical resistivity tomography method and system |
Also Published As
| Publication number | Publication date |
|---|---|
| US9772423B2 (en) | 2017-09-26 |
| US20160033668A1 (en) | 2016-02-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20160033668A1 (en) | Method of imaging the electrical conductivity distribution of a subsurface | |
| Johnson et al. | Accurate modelling and inversion of electrical resistivity data in the presence of metallic infrastructure with known location and dimension | |
| Oliver et al. | Recent progress on reservoir history matching: a review | |
| Weiss | Finite-element analysis for model parameters distributed on a hierarchy of geometric simplices | |
| CA2518240C (en) | Multi-scale finite-volume method for use in subsurface flow simulation | |
| Pollock et al. | Fully coupled hydrogeophysical inversion of a laboratory salt tracer experiment monitored by electrical resistivity tomography | |
| Rucker et al. | Electrical-resistivity characterization of an industrial site using long electrodes | |
| US11010513B2 (en) | Methods and devices for preventing computationally explosive calculations in a computer for model parameters distributed on a hierarchy of geometric simplices | |
| EP3018502A2 (en) | Modeling fluid-conducting fractures in reservoir simulation grids | |
| Um et al. | 3D borehole-to-surface and surface electromagnetic modeling and inversion in the presence of steel infrastructure | |
| Irsa et al. | A direct method of parameter estimation for steady state flow in heterogeneous aquifers with unknown boundary conditions | |
| Yang et al. | 3D DC resistivity modeling of steel casing for reservoir monitoring using equivalent resistor network | |
| US11156742B2 (en) | Reservoir simulation using an adaptive deflated multiscale solver | |
| Sandve et al. | Physics‐based preconditioners for flow in fractured porous media | |
| Li et al. | A pilot point guided pattern matching approach to integrate dynamic data into geological modeling | |
| Yang et al. | 3-D DC resistivity modelling with arbitrary long electrode sources using finite element method on unstructured grids | |
| Jaysaval et al. | Massively parallel modeling and inversion of electrical resistivity tomography data using PFLOTRAN | |
| Ma et al. | Hydrofacies simulation based on transition probability geostatistics using electrical resistivity tomography and borehole data | |
| Farmer | Geological modelling and reservoir simulation | |
| Smaoui et al. | Flux-limiting techniques for simulation of pollutant transport in porous media: Application to groundwater management | |
| Hauser et al. | Water table uncertainties due to uncertainties in structure and properties of an unconfined aquifer | |
| Seo et al. | Improved methodology for deep aquifer characterization using hydrogeological, self-potential, and magnetotellurics data | |
| Liao et al. | Hierarchical modeling of a groundwater remediation capture system | |
| Zhang et al. | 3D airborne electromagnetic data inversion based on the block coordinate descent method | |
| Endo et al. | A multigrid integral equation method for large-scale models with inhomogeneous backgrounds |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 15725167 Country of ref document: EP Kind code of ref document: A1 |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| 122 | Ep: pct application non-entry in european phase |
Ref document number: 15725167 Country of ref document: EP Kind code of ref document: A1 |








