Case Histories of Induced and Triggered Seismicity
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Keck Combined Strong-Motion/Broadband Obs
KECK COMBINED STRONG-MOTION/BROADBAND OBS WHOI Ocean Bottom Seismograph Laboratory W.M. Keck Foundation Award to Understand Earthquake Predictability at East Pacific Rise Transform Faults. • In 2006, the W.M. Keck Foundation awarded funding to Jeff McGuire and John Collins to determine the physical mechanisms responsible for the observed capability to predict, using foreshocks, large (Mw ~6) transform-fault earthquakes at the East Pacific Rise, and to gain greater insight into the fundamentals of earthquake mechanics in general. • Achieving this objective required building 10 OBS of a new and unique type that could record, without saturation, the large ground motions generated by moderate to large earthquakes at distances of less than ~10 km. W.M. Keck OBS: Combined Broadband Seismometer and Strong-Motion Accelerometer • The broadband OBS available from OBSIP carry a broadband seismometer whose performance is optimized to resolve the earth’s background noise, which can be as small as 10-11 g r.m.s. in a bandwidth of width 1/6 decade at periods of about 100 s. Thus, these sensors are ideal for resolving ground motions from large distant earthquakes, necessary for structural seismology studies. • Ground motions from local, moderate to large earthquakes can generate accelerations of up a g or more, which would saturate or clip these sensors. Currently, there are no sensors (or data-loggers) that have a dynamic range to resolve this ~220 dB range of ground motion. • To overcome this limitation, we used Keck Foundation funding to build 10 OBS equipped with both a conventional broadband seismometer and a strong- motion accelerometer with a clip level of 2.5 g. -
Earthquake Measurements
EARTHQUAKE MEASUREMENTS The vibrations produced by earthquakes are detected, recorded, and measured by instruments call seismographs1. The zig-zag line made by a seismograph, called a "seismogram," reflects the changing intensity of the vibrations by responding to the motion of the ground surface beneath the instrument. From the data expressed in seismograms, scientists can determine the time, the epicenter, the focal depth, and the type of faulting of an earthquake and can estimate how much energy was released. Seismograph/Seismometer Earthquake recording instrument, seismograph has a base that sets firmly in the ground, and a heavy weight that hangs free2. When an earthquake causes the ground to shake, the base of the seismograph shakes too, but the hanging weight does not. Instead the spring or string that it is hanging from absorbs all the movement. The difference in position between the shaking part of the seismograph and the motionless part is Seismograph what is recorded. Measuring Size of Earthquakes The size of an earthquake depends on the size of the fault and the amount of slip on the fault, but that’s not something scientists can simply measure with a measuring tape since faults are many kilometers deep beneath the earth’s surface. They use the seismogram recordings made on the seismographs at the surface of the earth to determine how large the earthquake was. A short wiggly line that doesn’t wiggle very much means a small earthquake, and a long wiggly line that wiggles a lot means a large earthquake2. The length of the wiggle depends on the size of the fault, and the size of the wiggle depends on the amount of slip. -
BY JOHNATHAN EVANS What Exactly Is an Earthquake?
Earthquakes BY JOHNATHAN EVANS What Exactly is an Earthquake? An Earthquake is what happens when two blocks of the earth are pushing against one another and then suddenly slip past each other. The surface where they slip past each other is called the fault or fault plane. The area below the earth’s surface where the earthquake starts is called the Hypocenter, and the area directly above it on the surface is called the “Epicenter”. What are aftershocks/foreshocks? Sometimes earthquakes have Foreshocks. Foreshocks are smaller earthquakes that happen in the same place as the larger earthquake that follows them. Scientists can not tell whether an earthquake is a foreshock until after the larger earthquake happens. The biggest, main earthquake is called the mainshock. The mainshocks always have aftershocks that follow the main earthquake. Aftershocks are smaller earthquakes that happen afterwards in the same location as the mainshock. Depending on the size of the mainshock, Aftershocks can keep happening for weeks, months, or even years after the mainshock happened. Why do earthquakes happen? Earthquakes happen because all the rocks that make up the earth are full of fractures. On some of the fractures that are known as faults, these rocks slip past each other when the crust rearranges itself in a process known as plate tectonics. But the problem is, rocks don’t slip past each other easily because they are stiff, rough and their under a lot of pressure from rocks around and above them. Because of that, rocks can pull at or push on each other on either side of a fault for long periods of time without moving much at all, which builds up a lot of stress in the rocks. -
Chapter 2 the Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory
Characteristics of Hawaiian Volcanoes Editors: Michael P. Poland, Taeko Jane Takahashi, and Claire M. Landowski U.S. Geological Survey Professional Paper 1801, 2014 Chapter 2 The Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory By Paul G. Okubo1, Jennifer S. Nakata1, and Robert Y. Koyanagi1 Abstract the Island of Hawai‘i. Over the past century, thousands of sci- entific reports and articles have been published in connection In the century since the Hawaiian Volcano Observatory with Hawaiian volcanism, and an extensive bibliography has (HVO) put its first seismographs into operation at the edge of accumulated, including numerous discussions of the history of Kīlauea Volcano’s summit caldera, seismic monitoring at HVO HVO and its seismic monitoring operations, as well as research (now administered by the U.S. Geological Survey [USGS]) has results. From among these references, we point to Klein and evolved considerably. The HVO seismic network extends across Koyanagi (1980), Apple (1987), Eaton (1996), and Klein and the entire Island of Hawai‘i and is complemented by stations Wright (2000) for details of the early growth of HVO’s seismic installed and operated by monitoring partners in both the USGS network. In particular, the work of Klein and Wright stands and the National Oceanic and Atmospheric Administration. The out because their compilation uses newspaper accounts and seismic data stream that is available to HVO for its monitoring other reports of the effects of historical earthquakes to extend of volcanic and seismic activity in Hawai‘i, therefore, is built Hawai‘i’s detailed seismic history to nearly a century before from hundreds of data channels from a diverse collection of instrumental monitoring began at HVO. -
Predicting Ground Motion from Induced Earthquakes In
Bulletin of the Seismological Society of America, Vol. 103, No. 3, pp. 1875–1897, June 2013, doi: 10.1785/0120120197 Ⓔ Predicting Ground Motion from Induced Earthquakes in Geothermal Areas by John Douglas, Benjamin Edwards, Vincenzo Convertito, Nitin Sharma, Anna Tramelli, Dirk Kraaijpoel, Banu Mena Cabrera, Nils Maercklin, and Claudia Troise Abstract Induced seismicity from anthropogenic sources can be a significant nui- sance to a local population and in extreme cases lead to damage to vulnerable struc- tures. One type of induced seismicity of particular recent concern, which, in some cases, can limit development of a potentially important clean energy source, is that associated with geothermal power production. A key requirement for the accurate assessment of seismic hazard (and risk) is a ground-motion prediction equation (GMPE) that predicts the level of earthquake shaking (in terms of, for example, peak ground acceleration) of an earthquake of a certain magnitude at a particular distance. Few such models currently exist in regard to geothermal-related seismicity, and con- sequently the evaluation of seismic hazard in the vicinity of geothermal power plants is associated with high uncertainty. Various ground-motion datasets of induced and natural seismicity (from Basel, Geysers, Hengill, Roswinkel, Soultz, and Voerendaal) were compiled and processed, and moment magnitudes for all events were recomputed homogeneously. These data are used to show that ground motions from induced and natural earthquakes cannot be statistically distinguished. Empirical GMPEs are derived from these data; and, although they have similar characteristics to recent GMPEs for natural and mining- related seismicity, the standard deviations are higher. To account for epistemic uncer- tainties, stochastic models subsequently are developed based on a single corner frequency and with parameters constrained by the available data. -
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake Magnitudes and Moment
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake magnitudes and moment Nick Rawlinson Research School of Earth Sciences Australian National University Earthquake magnitudes and moment Introduction In the last two lectures, the effects of the source rupture process on the pattern of radiated seismic energy was discussed. However, even before earthquake mechanisms were studied, the priority of seismologists, after locating an earthquake, was to quantify their size, both for scientific purposes and hazard assessment. The first measure introduced was the magnitude, which is based on the amplitude of the emanating waves recorded on a seismogram. The idea is that the wave amplitude reflects the earthquake size once the amplitudes are corrected for the decrease with distance due to geometric spreading and attenuation. Earthquake magnitudes and moment Introduction Magnitude scales thus have the general form: A M = log + F(h, ∆) + C T where A is the amplitude of the signal, T is its dominant period, F is a correction for the variation of amplitude with the earthquake’s depth h and angular distance ∆ from the seismometer, and C is a regional scaling factor. Magnitude scales are logarithmic, so an increase in one unit e.g. from 5 to 6, indicates a ten-fold increase in seismic wave amplitude. Note that since a log10 scale is used, magnitudes can be negative for very small displacements. For example, a magnitude -1 earthquake might correspond to a hammer blow. Earthquake magnitudes and moment Richter magnitude The concept of earthquake magnitude was introduced by Charles Richter in 1935 for southern California earthquakes. He originally defined earthquake magnitude as the logarithm (to the base 10) of maximum amplitude measured in microns on the record of a standard torsion seismograph with a pendulum period of 0.8 s, magnification of 2800, and damping factor 0.8, located at a distance of 100 km from the epicenter. -
Incorporating Induced Seismicity Source Models and Ground Motion Predictions to Forecast Dynamic Regional Risk
Incorporating induced seismicity source models and ground motion predictions to forecast dynamic regional risk Jack W. Baker, Ph.D., M.ASCE,1 and Abhineet Gupta, Ph.D. 2 1 Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305; e-mail: [email protected] 2 Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305; e-mail: [email protected] ABSTRACT Decision-making regarding induced seismicity benefits greatly from quantitative risk assessment. While seismic hazard and risk analysis is widely used for natural seismicity, unique aspects of induced earthquakes require new tools to estimate occurrence rates of future earthquakes, to understand unique features of resulting ground motions, and to understand potential consequences at a regional scale. In this paper, we highlight recent work in dynamic source characterization and induced seismicity ground motion prediction to determine the hazard in the area, followed by prediction of regional scale risk. Results can be used to forecast risk under potential future earthquake activity, to predict benefits of potential interventions, and to quantify important uncertainties in the model that could be refined with further study. Example results for the State of Oklahoma are used to illustrate the potential insights from this analysis approach. INTRODUCTION Risk analysis is a well-established framework for assessing potential impacts of a range of human activities, evaluating the acceptability of those impacts, and taking actions to manage risks. For natural seismicity, risk assessment and hazard assessment are widely used and well established (e.g., McGuire 2004; Petersen et al. 2014). As induced seismicity has emerged as an important issue in a number of regions of the world, adoption of these approaches has naturally arisen as a potentially important tool to support decision-making (e.g., Bommer et al. -
Induced Seismicity Risk Analysis of the Hydraulic Stimulation of a Geothermal Well on Geldinganes, Iceland
https://doi.org/10.5194/nhess-2019-331 Preprint. Discussion started: 11 November 2019 c Author(s) 2019. CC BY 4.0 License. Induced seismicity risk analysis of the hydraulic stimulation of a geothermal well on Geldinganes, Iceland Marco Broccardo1,4, Arnaud Mignan2,3, Francesco Grigoli1, Dimitrios Karvounis1, Antonio Pio Rinaldi1,2, 5 Laurentiu Danciu1, Hannes Hofmann5, Claus Milkereit5, Torsten Dahm5, Günter Zimmermann5, Vala Hjörleifsdóttir6, Stefan Wiemer1 1 Swiss Seismological Service, ETH Zürich, Switzerland 2 Institute of Geophysics, ETH Zürich, Switzerland 10 3 Institute of Risk Analysis, Prediction and Management, Academy for Advanced Interdisciplinary Studies, Southern University of Science and Technology, Shenzhen, China 4 Institute of Structural Engineering, ETH Zürich, Switzerland 5 Helmholtz Centre Potsdam GFZ German Research Centre for Geosciences, Potsdam, Germany 6 Orkuveita Reykjavíkur/Reykjavík Energy, Iceland 15 Correspondence to: Marco Broccardo ([email protected]) Abstract. The rapid increase in energy demand in the city of Reykjavik has posed the need for an additional supply of deep geothermal energy. The deep hydraulic (re-)stimulation of well RV-43 on the peninsula of Geldinganes (north of Reykjavik) is an essential component of the plan implemented by Reykjavik Energy to meet this energy target. Hydraulic stimulation is 20 often associated with fluid-induced seismicity, most of which is not felt on the surface, but which, in rare cases, can cause nuisance to the population and even damage to the nearby building stock. This study presents a first of its kind pre-drilling probabilistic induced-seismic hazard and risk analysis for the site of interest. Specifically, we provide probabilistic estimates of peak ground acceleration, European microseismicity intensity, probability of light damage (damage risk), and individual risk. -
By Chieh-Hung Chen Et Al
Nat. Hazards Earth Syst. Sci. Discuss., https://doi.org/10.5194/nhess-2020-47-AC3, 2020 NHESSD © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Interactive comment Interactive comment on “Wide sensitive area of small foreshocks” by Chieh-Hung Chen et al. Chieh-Hung Chen et al. [email protected] Received and published: 10 July 2020 The manuscript presents results which, in my opinion, can be very relevant for the fore- casting challange. However I find that they are not well presented and the discussion appears quite confusing for the following reasons: The first part of the manuscript is devoted to study spatio-temporal patterns of seismic activity before and after events in a given magnitude range, for Taiwan and Japan. There are many papers which report a similar increase of seismic activity before large earthquakes. The key point is if the observed increase can have a prognostic value or it can be explained within normal aftershock triggering. Printer-friendly version Reply: Discussion paper The authors fully agree with the comment. The results for the increase of seismic C1 activity close to the epicenter observed in Figs. 1 and 2 are consistent with the obser- vation in the previous studies (Lippiello et al., 2012, 2017, 2019; de Arcangelis et al., NHESSD 2016). The associated statements have been added in the manuscript (lines 171-174). The agreement suggests that the increase of seismic activity in Figs. 1 and 2 is not contributed by aftershocks but a prognostic value. Interactive comment I just suggest some papers where this point is detailed discussed, other references can be find therein (Lippiello et al., Scientific Reports 2012, de Arcangelis et al. -
Aftershock Deficiency of Induced Earthquake Sequences During Rapid Mitigation Efforts in Oklahoma
Earth and Planetary Science Letters 522 (2019) 135–143 Contents lists available at ScienceDirect Earth and Planetary Science Letters www.elsevier.com/locate/epsl Aftershock deficiency of induced earthquake sequences during rapid mitigation efforts in Oklahoma ∗ T.H.W. Goebel a, , Z. Rosson b, E.E. Brodsky a, J.I. Walter b a University of California, Santa Cruz, Santa Cruz, CA, USA b Oklahoma Geological Survey, University of Oklahoma, Norman, OK, USA a r t i c l e i n f o a b s t r a c t Article history: Induced seismicity provides a rare opportunity to study earthquake triggering and underlying stress Received 13 March 2019 perturbations. Triggering can be a direct result of induced stress changes or indirect due to elastic stress Received in revised form 18 June 2019 transfer from preceding events leading to aftershocks. Both of these processes are observable in areas Accepted 29 June 2019 with larger magnitude induced events, such as Oklahoma. We study aftershock sequences of M2.5 to Available online xxxx M5.8 earthquakes and examine the impact of targeted injection rate reductions. In comparing aftershock Editor: M. Ishii productivity between California and Oklahoma, we find similar exponential scaling statistics between Keywords: mainshock magnitude and average number of aftershocks. For events with M≥4.5 Oklahoma exhibits aftershock deficiency several mainshocks with total number of aftershocks significantly below the average scaling behavior. induced seismicity mitigation The sequences with deficient aftershock numbers also experienced rapid, strong mitigation and reduced poroelastic stress coupling injection rates, whereas two events with M4.8 and M5.0 with weak mitigation exhibit normal aftershock productivity. -
High Probability of Foreshock Occurrence and Significant Probability of Multiple Events Associated with Magnitude Greater Than O
High Probability of Foreshock Occurrence and Significant Probability of Multiple Events Associated with Magnitude ≥6 Earthquakes in Nevada, U.S.A. by Craig M. dePolo INTRODUCTION moment magnitudes (M w) when possible; otherwise they are catalog or historical values (M; dePolo, 2013). Sixty percent of magnitude 5.5 and larger earthquakes in the western Cordillera were preceded by foreshocks (Doser, 1989). M ≥6 M FORESHOCKS PRIOR TO NEVADA Foreshocks also preceded the 2008 Wells ( w 6.0; Smith et al., EARTHQUAKES 2011) and the 2008 Mogul (M w 5.0; Smith et al., 2008; de- Polo, 2011) earthquakes in Nevada. Understanding foreshocks There have been several studies of earthquake foreshocks, in- and their behavior is important because of their potential use cluding a classic paper on foreshocks along the San Andreas for earthquake forecasting and foreshocks felt by communities fault system by Jones (1984), which concluded that 35% of act as a natural alarm that can motivate people to engage in M ≥5 earthquakes were preceded by an immediate foreshock seismic mitigation. A majority of larger earthquakes in Nevada within one day and 5 km of the mainshock. Considering a two- had foreshocks, and several were multiple earthquakes of mag- ≥6 month time window and a 40 km radius, Doser (1989) studied nitude . Multiple major earthquakes can shake a community M ≥5:5 earthquakes in the western Cordillera and found that with damaging ground motion multiple times within a short 60% of these events had foreshocks and that 58% of these fore- period of time, such as happened in Christchurch, New shocks occurred within 24 hours of their mainshock (35% of Zealand, in 2010 and 2011 (Gledhill et al., 2011; Bradley the total). -
Seismicity Rate Immediately Before and After Mainshock Rupture from High-Frequency Waveforms in Japan Zhigang Peng, John E
Seismicity rate immediately before and after mainshock rupture from high-frequency waveforms in Japan Zhigang Peng, John E. Vidale, Miaki Ishii, A. Helmstetter To cite this version: Zhigang Peng, John E. Vidale, Miaki Ishii, A. Helmstetter. Seismicity rate immediately before and after mainshock rupture from high-frequency waveforms in Japan. Journal of Geophysical Research, American Geophysical Union, 2007, 112, pp.B03306. 10.1029/2006JB004386. hal-00195470 HAL Id: hal-00195470 https://hal.archives-ouvertes.fr/hal-00195470 Submitted on 11 Dec 2007 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Seismicity rate immediately before and after mainshock rupture from high-frequency waveforms in Japan Zhigang Peng1,2, John E. Vidale1, Miaki Ishii3, Agnes Helmstetter4 1. Department of Earth & Space Sciences, University of California, Los Angeles, CA, 90095-1567, USA 2. Now at School of Earth and Atmospheric Sciences, Georgia Institute of Technology, Atlanta, GA, 30332 3. Department of Earth and Planetary Sciences, Harvard University, Cambridge, MA, 02138, USA 4. Observatoire des Sciences de l'Univers de Grenoble, Laboratoire de Geophysique Interne et Tectonophysique, BP 53 Grenoble Cedex 9 38041, France Running Title: Seismicity rate before/after mainshock Received xx/xx/2006; revised xx/xx/2006; accepted xx/xx/2006; published xx/xx/2006.