A Method of Fundamental Solutions in Poroelasticity to Model by Matthias Albert Augustin

By Matthias Albert Augustin

This monograph makes a speciality of the numerical equipment wanted within the context of constructing a competent simulation software to advertise using renewable power. One very promising resource of strength is the warmth saved within the Earth’s crust, that's harnessed via so-called geothermal amenities. Scientists from fields like geology, geo-engineering, geophysics and particularly geomathematics are known as upon to assist make geothermics a competent and secure power creation procedure. one of many demanding situations they face contains modeling the mechanical stresses at paintings in a reservoir.
The goal of this thesis is to improve a numerical answer scheme by way of which the fluid strain and rock stresses in a geothermal reservoir could be decided sooner than good drilling and through construction. For this function, the strategy should still (i) comprise poroelastic results, (ii) supply a way of together with thermoelastic results, (iii) be reasonably cheap when it comes to reminiscence and computational strength, and (iv) be versatile with reference to the destinations of information points.
After introducing the fundamental equations and their kinfolk to extra standard ones (the warmth equation, Stokes equations, Cauchy-Navier equation), the “method of basic ideas” and its capability price touching on our activity are mentioned. in line with the houses of the basic ideas, theoretical effects are validated and numerical examples of rigidity box simulations are awarded to evaluate the method’s functionality. The first-ever 3D photos calculated for those subject matters, which neither requiring meshing of the area nor related to a time-stepping scheme, make this a pioneering quantity.

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Extra info for A Method of Fundamental Solutions in Poroelasticity to Model the Stress Field in Geothermal Reservoirs (Lecture Notes in Geosystems Mathematics and Computing)

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20 2 Preliminaries (ii) In some cases it is necessary to require that the parts of the one-to-one transformation mentioned in the definition of the Cm -regularity property have not only bounded derivatives, but Hölder-continuous ones. This yields the Cm;s regularity property. As already mentioned, the above introduced definition of strong differentiability with continuous or even Hölder-continuous derivatives is often too restrictive. Therefore, we need some other, weaker definition of derivatives.

17) since Bt is arbitrary. t/ ^ . 20) 44 3 Physical and Mathematical Foundation Thus, is a symmetric tensor (cf. 4)]). As for the strain tensor , the average of the diagonal elements of is of special interest. It is called the mean normal stress m and can be computed by 3 m D tr. 21) One of the objects of elasticity theory is to find a relation between stress and strain . As mentioned before, we only consider small deformations. 22) Here, Cijkl is the so-called (Cauchy) elasticity tensor of rank 4, which is symmetric because of the symmetry of and .

32 2 Preliminaries With the above notation, we can formulate the following integral relations. 47 (Gauß (Divergence) Theorem) Let ˝ Rn , n 2 N, n bounded domain with Lipschitz boundary @˝. If the vector field u W ˝ ! D dSn 1 / denotes the surface element of Rn . 3] in a more general context. ˝/ the following theorem. ˝/. 76) holds. 1]. ˝/. 77) holds. 2]. As we are interested in time-dependent problems, there is one more integral identity which we need. 5]. 50 (Motion, Configuration, Velocity) Let ˝ R3 be an open 3 domain.

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