2019
DOI: 10.1145/3291042
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A Unified 2D/3D Large-Scale Software Environment for Nonlinear Inverse Problems

Abstract: Large-scale parameter estimation problems are among some of the most computationally demanding problems in numerical analysis. An academic researcher’s domain-specific knowledge often precludes that of software design, which results in inversion frameworks that are technically correct but not scalable to realistically sized problems. On the other hand, the computational demands for realistic problems result in industrial codebases that are geared solely for high performance, rather than comprehensibility or fl… Show more

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Cited by 16 publications
(9 citation statements)
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“…where u is the pressure field; η is the Lamé coefficient related to seismic velocities through the relation V p = η/ρ; q is the monopole source; ω is the angular frequency and i 2 = −1; r denotes spatial positions; r s denotes source positions; ∇ is the spatial differential operator with respect to r; and • is the vector inner product. The above equation is solved using the frequency-domain finite-difference approach with a perfectly matched layer absorbing boundary condition [45,49]. Seismic measurements in crosswell setting are defined as a vector of pressure field responses, generated by the sources at positions , where N rs and N rr are the numbers of the source locations and the receiver locations, respectively.…”
Section: Appendix a Rock Physics Modelingmentioning
confidence: 99%
“…where u is the pressure field; η is the Lamé coefficient related to seismic velocities through the relation V p = η/ρ; q is the monopole source; ω is the angular frequency and i 2 = −1; r denotes spatial positions; r s denotes source positions; ∇ is the spatial differential operator with respect to r; and • is the vector inner product. The above equation is solved using the frequency-domain finite-difference approach with a perfectly matched layer absorbing boundary condition [45,49]. Seismic measurements in crosswell setting are defined as a vector of pressure field responses, generated by the sources at positions , where N rs and N rr are the numbers of the source locations and the receiver locations, respectively.…”
Section: Appendix a Rock Physics Modelingmentioning
confidence: 99%
“…where is the pressure field; is the monopole source; is the angular frequency and 2 = −1; is the Lamé coefficient related to seismic velocity through the relation = √ / ; denotes spatial positions; denotes source positions, and ∇ is the spatial differential operator with respect to . The above equation is solved using the frequency-domain finite-difference approach with a perfectly matched layer absorbing boundary condition (Operto et al, 2007;Silva and Herrmann, 2019). Seismic measurements in crosswell setting are defined as a vector of pressure field responses, generated by the sources at positions and observed at receiver locations along boreholes, denoted by…”
Section: Seismic and Em Modelingmentioning
confidence: 99%
“…For this example, we use the full Marmousi velocity model, which is 2 km deep and 12 km wide, sampled at 10 m. The synthetic data contains 600 sources and 600 receivers sampled at 20 m. We use frequencies from 3 to 10 Hz, where the source-signature is a Ricker wavelet with a central frequency of 20 Hz. We use a frequency domain finite difference code [10] to simulate the synthetic data.…”
Section: Time-lapse Inversionmentioning
confidence: 99%
“…This is written as the following optimization problem: minimize X rank(X) subject to A(X)−b 2 ≤ ǫ, where rank is defined as the maximum number of linearly independent rows or column of a matrix, b is a set of blended measurements and A represents the sampling-blending operator. Since rankminimization problems are NP hard and therefore computationally intractable, [46] showed that solutions to rank-minimization problems can be found by solving the following nuclear-norm minimization problem: minimize X X * subject to A(X) − b 2 ≤ ǫ, (10) where . * = σ 1 and σ is the vector of singular values for each monochromatic data matricization.…”
Section: Appendix Bmentioning
confidence: 99%