Developing a model for the prediction of ground motions due to earthquakes in the Groningen gas field
File(s)Bommer et al_NJG_2017.pdf (1.24 MB)
Published version
Author(s)
Type
Journal Article
Abstract
Major efforts are being undertaken to quantify seismic hazard and risk due to production-induced earthquakes in the Groningen gas field as the
basis for rational decision-making about mitigation measures. An essential element is a model to estimate surface ground motions expected at any
location for each earthquake originating within the gas reservoir. Taking advantage of the excellent geological and geophysical characterisation
of the
field and a growing database of ground-motion recordings, models have been developed for predicting response spectral accelerations, peak ground
velocity and ground-motion durations for a wide range of magnitudes. The models reflect the unique source and travel path characteristics of the
Groningen earthquakes, and account for the inevitable uncertainty in extrapolating from the small observed magnitudes to potential larger events.
The predictions of ground-motion amplitudes include the effects of nonlinear site response of the relatively soft near-surface deposits throughou
t
the field.
basis for rational decision-making about mitigation measures. An essential element is a model to estimate surface ground motions expected at any
location for each earthquake originating within the gas reservoir. Taking advantage of the excellent geological and geophysical characterisation
of the
field and a growing database of ground-motion recordings, models have been developed for predicting response spectral accelerations, peak ground
velocity and ground-motion durations for a wide range of magnitudes. The models reflect the unique source and travel path characteristics of the
Groningen earthquakes, and account for the inevitable uncertainty in extrapolating from the small observed magnitudes to potential larger events.
The predictions of ground-motion amplitudes include the effects of nonlinear site response of the relatively soft near-surface deposits throughou
t
the field.
Date Issued
2018-01-17
Date Acceptance
2017-09-11
Citation
NETHERLANDS JOURNAL OF GEOSCIENCES-GEOLOGIE EN MIJNBOUW, 2018, 96 (5), pp.S203-S213
ISSN
0016-7746
Publisher
Cambridge University Press
Start Page
S203
End Page
S213
Journal / Book Title
NETHERLANDS JOURNAL OF GEOSCIENCES-GEOLOGIE EN MIJNBOUW
Volume
96
Issue
5
Copyright Statement
© 2018 Netherlands Journal of Geosciences Foundation. This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives licence (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is unaltered and is properly cited. The written permission of Cambridge University Press must be obtained for commercial re-use or in order to create a derivative work.
Identifier
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Subjects
Science & Technology
Physical Sciences
Geosciences, Multidisciplinary
Geology
duration
ground motion
site response
spectral acceleration
INDUCED SEISMICITY
SIGNIFICANT DURATION
SITE
HAZARD
NETHERLANDS
FRAMEWORK
SIGMA
RISK
Publication Status
Published