Abstract

A method for identifying parameters of the conductivity coefficient of objects is generalized for the case of reconstructing an image of a part of a soil massif from the tomography data of the applied quasipotentials. In this case, without diminishing the generality, the reconstruction of the image is carried out in a fragment of a rectangular medium with local bursts of homogeneity present in it. The general idea of the corresponding algorithm consists in the sequential iterative solution of problems on quasiconformal mappings and identification of the parameters of the conductivity coefficient, with an insufficient amount of data on the values of the flow functions on the “inaccessible” part of the boundary. The image was reconstructed according to the data obtained using a full-range gradient array. The developed approach, in comparison with the existing ones, has a number of advantages that make it possible to increase the accuracy of identification of the conductivity coefficient. Namely, it provides an increase, in a qualitative sense, in the amount of input data, allows avoiding the use of Dirac delta functions when modeling areas of application of potentials and sufficiently flexibly take into account the mathematical aspects of the implementation of a quasiconformal mapping of a finite fragment of a half-plane onto a parametric polygon (domain of a complex quasipotential). The solution of the corresponding problem, in particular, occurs not in a single (fixed) investigated fragment of a rectangular soil massif, but in a number of smaller subdomains of the same shape, in the proposed optimal sequence. This saves machine time significantly. The prospects for further practical implementation of the proposed method follow from its ability to give an approximate result with relatively low costs (financial, time)

Highlights

  • Modern approaches to identifying the structure of soil massifs differ in the level of convenience, complexity in use, price, and the like

  • When solving the problem of reconstructing the image of a soil massif by Electrical resistivity tomography (ERT) means, it is assumed that the particles move according to Ohm’s law J = σgradj where J is the current density, σ is the CC, and j is the quasipotential

  • The aim of research is to extend the method of quasiconformal mappings in the case of identifying the CC parameters of a fragment of a soil massif with a known structure of the latter

Read more

Summary

Introduction

Modern approaches to identifying the structure of soil massifs differ in the level of convenience, complexity in use, price, and the like. Electrical resistivity tomography (ERT) methods have taken a significant place here, which, due to their conceptual simplicity, low cost of equipment and ease of use, are being applied in an increasing number of industries. This is the case in environmental research, hydrological research, mineral exploration, archaeological mapping, construction, and the like. The method is suitable for hydrological studies of zones under the bottom of rivers, lakes and even seas It is used in the exploration of near-surface deposits of certain types of oil. This will allow to build more accurate maps of soil massifs

Literature review and problem statement
The aim and objectives of research
Working hypothesis and formalization of the problem description
Conclusions
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.