Induced Seismicity: the Potential for Triggered Earthquakes in Kansas Rex C
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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. -
Estimation of Potential Runoff-Contributing Areas in Kansas Using Topographic and Soil Information
Prepared in cooperation with the KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT Estimation of Potential Runoff-Contributing Areas in Kansas Using Topographic and Soil Information Water-Resources Investigations Report 99-4242 EXPLANATION Potential contributing area Boundary of major river basin Hiii Infiltration-excess overland flow only ^H Saturation-excess overland flow only - Subbasin boundary Hi Infiltration- and saturation-excess overland flows L I Noncontributing area U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior U.S. Geological Survey Estimation of Potential Runoff Contributing Areas in Kansas Using Topographic and Soil Information By KYLE E. JURACEK Water-Resources Investigations Report 99-4242 Prepared in cooperation with the KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT Lawrence, Kansas 1999 U.S. Department of the Interior Bruce Babbitt, Secretary U.S. Geological Survey Charles G. Groat, Director Any use of trade, product, or firm names is for descriptive purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: U.S. Geological Survey District Chief Information Services U.S. Geological Survey Building 810, Federal Center 4821 Quail Crest Place Box 25286 Lawrence, KS 66049-3839 Denver, CO 80225-0286 CONTENTS Abstract...........................................................................................................................................................^ 1 Introduction .........................................................................................................................................................................^ -
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. -
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes Peter Molnar Massachusetts Institute of Technology 77 Massachusetts Avenue Cambridge, Massachusetts 02139 USGS CONTRACT NO. 14-08-0001-17759 Supported by the EARTHQUAKE HAZARDS REDUCTION PROGRAM OPEN-FILE NO.81-287 U.S. Geological Survey OPEN FILE REPORT This report was prepared under contract to the U.S. Geological Survey and has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. Appendix A A Study of the Haicheng Foreshock Sequence By Lucile Jones, Wang Biquan and Xu Shaoxie (English Translation of a Paper Published in Di Zhen Xue Bao (Journal of Seismology), 1980.) Abstract We have examined the locations and radiation patterns of the foreshocks to the 4 February 1978 Haicheng earthquake. Using four stations, the foreshocks were located relative to a master event. They occurred very close together, no more than 6 kilo meters apart. Nevertheless, there appear to have been too clusters of foreshock activity. The majority of events seem to have occurred in a cluster to the east of the master event along a NNE-SSW trend. Moreover, all eight foreshocks that we could locate and with a magnitude greater than 3.0 occurred in this group. The're also "appears to be a second cluster of foresfiocks located to the northwest of the first. Thus it seems possible that the majority of foreshocks did not occur on the rupture plane of the mainshock, which trends WNW, but on another plane nearly perpendicualr to the mainshock. -
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. -
Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10
Prepared in cooperation with the Kansas Water Office Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey Front cover. Upper left: Tuttle Creek Lake upstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Lower right: Tuttle Creek Lake downstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Note: On May 16, 2011, the water-surface elevation for Tuttle Creek Lake was 1,075.1 feet. The normal elevation for the multi-purpose pool of the reservoir is 1,075.0 feet. Back cover. Water-quality monitor in Little Blue River near Barnes, Kansas. Note active channel-bank erosion at upper right (photograph by Bill Holladay, USGS). Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 By Kyle E. Juracek Prepared in cooperation with the Kansas Water Office Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2011 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. -
Cedar Bluff Reservoir 2000 Reservoir Survey
CEDAR BLUFF RESERVOIR 2000 RESERVOIR SURVEY RE.SO' -J U.S. Department of the Interior Bureau of Reclamation REPORT DOCUMENTATION PAGE Form Approved 0MB No. 0704-0 188 L AGENCY USE ONLY (Leave Blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED March 2001 Final _______________________________ 4. TITLE AND SUBTITLE 5. FUNDING NTJMBERS Cedar Bluff Reservoir PR 2000 Reservoir Survey 6. AUTHOR(S) Ronald L. Ferrari ______________________ 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT NUMBER Bureau of Reclamation, Technical Service Center, Denver CO 80225-0007 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/MONITORING AGENCY REPORT NUMBER Bureau of Reclamation, Denver Federal Center, P0 Box 25007, DIBR Denver CO 80225-0007 ____________________________ 11. SUPPLEMENTARY NOTES Hard copy available at Bureau of Reclamation Technical Service Center, Denver, Colorado 12a. DISTRIBUTION/AVAILABILiTY STATEMENT 12b. DISTRIBUTION CODE 13. ABSTRACT (Maximum 200 worch) The Bureau of Reclamation (Reclamation) surveyed Cedar Bluff Reservoir in September of 2000 to develop a topographic map and compute a present storage-elevation relationship (area-capacity tables). The data were used to calculate reservoir capacity lost due to sediment accumulation since dam closure in November of 1950. The underwater survey was conducted in September of 2000 near reservoir elevation 2143.7 feet (project datum). The underwater survey used sonic depth recording equipment interfaced with a global positioning system (GPS) that gave continuous sounding positions throughout the underwater portions of the reservoir covered by the survey vessel. The above-water topography was detennined by digitizing the developed contour lines from the U.S. -
FISHERIES and WILDLIFE DIVISION FISH CULTURE SECTION 1999 PRODUCTION REPORT
FISHERIES and WILDLIFE DIVISION FISH CULTURE SECTION 1999 PRODUCTION REPORT h Meade Fish Rearing Station KANSAS DEPARTMENT OF WILDLIFE AND PARKS 1'his program receives Federal financial assistance from the U.S. Fish and Wildlife Service. Under Title VI of the Civil Rights Act of 1964, Section 504 of the Rehabilitation Act o f 1973, Title 11 of the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Title IX of the Education Amendments of 1972, the U.S. Department o f the Interior and its bureaus prohibit discrimination on the bases of race, color, national origin, age, disability or sex (in educational programs). I f you believe that you have been discriminated against in any program, activity or facility, or if you desire further information please write to: The U.S. Fish and Wildlife Service Office for Diversity and Civil Rights Programs-Extemal Programs 4040 North Fairfax Drive, Suite 130 Arlington, VA 22203 FISH CULTURE SECTION 1999 PRODUCTION REPORT FISHERIES AND WILDLIFE DIVISION KANSAS DEPARTMENT OF WILDLIFE AND PARKS Steve Williams, Secretary January, 2000 TABLE OF CONTENTS Page INTRODUCTION 1 TRENDS IN FISH PRODUCTION DEMAND 2 FISH PRODUCTION SUMMARY 3 FARLINGTON HATCHERY 5 Channel Catfish 8 Largemouth Bass 10 Redear Sunfish 11 Saugeye 12 Percid/Morone sps. 13 Striped Bass 14 Striped Bass Hybrids 15 Walleye 17 Grass Carp 18 MEADE FISH REARING STATION 19 Hybrid Bluegill 23 Largemouth Bass 24 Smallmouth Bass 26 Grass Carp 28 MILFORD HATCHERY 29 Channel Catfish 33 Largemouth Bass 36 Paddlefish 37 Striped Bass 38 Striped Bass Hybrids (WBxSTB) 40 Percid sp. -
State of the Resource & Regional Goal Action Plan Implementation
State of the Resource & Regional Goal Action Plan Implementation Report August 2018 Smoky Hill-Saline Regional Planning Area Table of Contents EXECUTIVE SUMMARY .......................................................................................................................2 WATER USE TRENDS ...........................................................................................................................3 WATER RESOURCES CONDITIONS .......................................................................................................5 GROUNDWATER ................................................................................................................................................ 5 SURFACE WATER ............................................................................................................................................... 6 WATER QUALITY .............................................................................................................................. 10 IMPLEMENTATION PROGRESS .......................................................................................................... 14 SURFACE WATER ............................................................................................................................................. 14 IMPLEMENTATION NEEDS ................................................................................................................ 16 REGIONAL GOALS & ACTION PLAN PROGRESS ................................................................................. -
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.