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implementations ranging from simple to complex and using various numerical
methods such as Finite Differences, Finite Elements, Ray theory, Integral solution,
etc. The finite difference method is a common method used for solving the wave
equation in geophysics and oil exploration as can be seen in works by [6, 7] and
[8].
Based on the successful application of Full Waveform Inversion (FWI) in
geotechnical exploration and non-destructive testing (NDT), especially with
subsurface structures [9, 10, 11, 12, 13, 14, 15, 16], our method aims to extends
this application to the identification of damaged regions in dams.
2. THEORY
Seismic waves are generally classified into surface waves and body waves.
The surface waves as the name implies, generally travel on the while the body
waves on the other hand travel through the inner parts of the earth or structure.
Seismic inversion can be categorized into seismic reflection and seismic
tomography. In seismic reflection the inversion of reflected waves usually gives
information on geometry while refracted waves (seismic refraction) give
information on elastic parameters. Seismic tomography application on the other
hand, employs the inversion of transmitted, reflected and refracted signals from
seismic observations to determine the distribution of material properties in a
structure. Seismic tomography methods include travel time inversion (kinematic
imaging) and Full Waveform Inversion (dynamic imagining).
Full waveform inversion (FWI), initially proposed by [17, 18] and further
developed in the last decades, is regarded as the modern seismic imaging
technique which utilizes a comprehensive representation of the interaction
between wave physics and subsurface properties. It offers unique advantages in
terms of generality, fidelity, complexity and robustness and is hence capable of
imaging arbitrarily heterogeneous compression and shear-wave velocity profiles of
the subsurface constituents [9]. The quality and efficiency of the inversion is
sensitive to the initial model, acquisition setup, and the formulation of the inverse
procedure (inversion parameters, domain, method, etc.).
To maintain numerical stability and efficiently use computational resources
in simulating wave propagation in unbounded media, it is necessary to truncate the
numerical domain. Several absorbing boundary conditions (ABC) has been
proposed, however most of these ABC become unstable when considering
heterogeneous materials in addition to other limitations. The perfectly matching
layer (PML) proposed by [19] is used in this paper.
1165
Book of Full Papers
Symposium Hydro Engineering
- Titel
- Book of Full Papers
- Untertitel
- Symposium Hydro Engineering
- Autor
- Gerald Zenz
- Verlag
- Verlag der Technischen Universität Graz
- Ort
- Graz
- Datum
- 2018
- Sprache
- englisch
- Lizenz
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Abmessungen
- 20.9 x 29.6 cm
- Seiten
- 2724
- Schlagwörter
- Hydro, Engineering, Climate Changes
- Kategorien
- International
- Naturwissenschaften Physik
- Technik