Nanometrics Posthole Seismometers. World Class Performance

Similar documents
Ground-Water Exploration in the Worthington Area of Nobles County: Summary of Seismic Data and Recent Test Drilling Results

Absolute strain determination from a calibrated seismic field experiment

S037 Recent Low Frequency Passive Seismic Experiments in Abu Dhabi SUMMARY

MT Prospecting. Map Resistivity. Determine Formations. Determine Structure. Targeted Drilling

Low-frequency tremor signals from a hydraulic fracture treatment in northeast British Columbia, Canada

REPEATABILITY OBSERVATIONS FROM A 2D TIME-LAPSE SEISMIC SURVEY. Abstract

LECTURE 10. Module 3 : Field Tests in Rock 3.6 GEOPHYSICAL INVESTIGATION

Plans For Alaska and Yukon

EXTREMELY FAST IP USED TO DELINEATE BURIED LANDFILLS. Norman R. Carlson, Cris Mauldin Mayerle, and Kenneth L. Zonge

MULTI-DIMENSIONAL VS-PROFILING WITH MICROTREMOR H/V AND ARRAY TECHNIQUES

Seismic Reflection Imaging across the Johnson Ranch, Valley County, Idaho

Walkaway Seismic Experiments: Stewart Gulch, Boise, Idaho

Geophysical Site Investigation (Seismic methods) Amit Prashant Indian Institute of Technology Gandhinagar

[S06 ] Shear Wave Resonances in Sediments on the Deep Sea Floor

Investigation of long period amplifications in the Greater Bangkok basin by microtremor observations

X040 Buried Sources and Receivers in a Karsted Desert Environment

Buried-valley Aquifers: Delineation and Characterization from Reflection Seismic and Core Data at Caledon East, Ontario

Deep Borehole Disposal Performance Assessment and Criteria for Site Selection

Geophysics the use of geology, laboratory & field experiments, mathematics, and instruments to study: Earthquakes and Volcanoes seismometers,

APPLICATION OF PASSIVE SEISMIC IN DETERMINING OVERBURDEN THICKNESS: NORTH WEST ZAMBIA

What is a water table? What is an aquifer? What is the difference between a spring and a well?

ARCH 1250 APPLIED ENVIRONMENTAL STUDIES

Final Report for DOEI Project: Bottom Interaction in Long Range Acoustic Propagation

Cattaraugus Creek: A Story of Flowing Water and the Geology of the Channel It Flows Through Presentation to West Valley Citizen Task Force 4/27/16

Lab 7: Sedimentary Structures

SEARCH FOR THE VARIATION IN SEISMIC NOISE DUE TO WIND AT AIGO WESTERN AUSTRALIA. Atul Kumar Singh July

the IRIS Consortium Collaborative, Multi-user Facilities for Research and Education Briefing NSF Business Systems Review September 9, 2008

Acquisition and preliminary analysis of the Castle Mountain shallow VSP dataset

Sedimentary Rocks, our most Valuable Rocks. Or, what you will probably find when you are outdoors exploring.

Effects of Surface Geology on Seismic Motion

EFFECTS OF LOCAL METEOROLOGICAL VARIABILITY ON SURFACE AND SUBSURFACE SEISMIC-ACOUSTIC SIGNALS

Follow this and additional works at: Part of the Geology Commons

Hydrogeology of Deep Borehole Disposal for High-Level Radioactive Waste

APPENDIX F OKANAGAN VALLEY SEISMIC SURVEY

Comparison of Two Geophysical Methods to Investigate Sand and Gravel Deposits, a Case Study in Chumphuang District, Nakhornratchasima, Thailand

June 9, R. D. Cook, P.Eng. Soils Engineer Special Services Western Region PUBLIC WORKS CANADA WESTERN REGION REPORT ON

Microtremor survey methods in the Tamar Valley, Launceston, Tasmania: Evidence of 2D resonance from microtremor observations.

Identified a possible new offset location where the customer is currently exploring drill options.

Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF

Engineering Characteristics of Ground Motion Records of the Val-des-Bois, Quebec, Earthquake of June 23, 2010

Land seismic sources

GEOPHYSICAL IMAGING TO ENHANCE ANALYSIS, DESIGN AND DRILLING OF LARGE-SCALE GEOTHERMAL SYSTEMS. Abstract

Effects of Surface Geology on Seismic Motion

AD-A Comparisons of Surface and Borehole Broadband Ambient Seismic Noise at IRIS Station RAR: Raratonga, Cook Islands

ELECTRICAL RESISTIVITY SURVEYS AT THE ANDERSON RESIDENCE SITE, PORT CLYDE, ME. For: St.Germain-Collins

Earth s Continents and Seafloors. GEOL100 Physical Geology Ray Rector - Instructor

Alamitos Barrier Improvement Project - UPDATE

Broadband Seismic Background Noise at Temporary Seismic Stations Observed on a Regional Scale in the Southwestern United States

Marine Geophysical Methods: What Can and Cannot Be Done to Iden8fy Hazards to Dredging & Marine Construc8on

Our knowledge of the physical characteristics

Geological Mapping using Geophysics

IMAGING OF DEEP SINKHOLES USING THE MULTI-ELECTRODE RESISTIVITY IMPLANT TECHNIQUE (MERIT) CASE STUDIES IN FLORIDA

Microseismicity applications in hydraulic fracturing monitoring

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)

Gemona valley (Italy)

HW #2 Landscape Travel from A to B 12,

Applied Geophysics for Environmental Site Characterization and Remediation

EVALUATION OF SEISMIC SITE EFFECTS FOR BANGKOK DEEP BASIN

SEISMIC SURVEY METHODS

Rocks Rock- A group of minerals, glass, mineroid bound together in some way.

AWRA PMAS Engineers Club of Philadelphia. A Geologic Perspective on Stormwater

Site effect studies in Khorog (Tajikistan)

A Comparison of Four Geophysical Methods for Determining the Shear Wave Velocity of Soils

Corporate Houston, TX... (713)

Tu 23P1 06 Mapping Possible Flowpaths of Contaminants through Surface and Cross-borehole Spectral Timedomain Induced Polarization

Dry Muliwai Sample Location Map

SPATIAL COHERENCY OF GROUND MOTIONS FOR EMBEDDED STRUCTURES

The EarthScope Geophysical Observatories. Slides courtesy Bob Woodward, Incorporated Research Institutions for Seismology (IRIS)

Ultra high-resolution seismic and GPR imaging of permafrost. Devon Island, Nunavut

Notes on Comparing the Nano-Resolution Depth Sensor to the Co-located Ocean Bottom Seismometer at MARS

A) B) C) D) 4. Which diagram below best represents the pattern of magnetic orientation in the seafloor on the west (left) side of the ocean ridge?

Answers: Internal Processes and Structures (Isostasy)

ANGLE-DEPENDENT TOMOSTATICS. Abstract

DR

arxiv: v1 [physics.geo-ph] 31 Dec 2013

ON THE PREDICTION OF EXPERIMENTAL RESULTS FROM TWO PILE TESTS UNDER FORCED VIBRATIONS

Upper crust structure under CTBTO station «Petropavlovsk-Kamchatsky» by endogenic microseismic activity

IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6

Oil and Gas Research Institute Seismic Analysis Center Faults Detection Using High-Resolution Seismic Reflection Techniques

Project No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD

APPENDIX C HYDROGEOLOGIC INVESTIGATION

The Slapdown Phase in High Acceleration Records of Large Earthquakes

Quaternary clays alluvial sands of the Shepparton Formation overlie the basement rocks.

Geotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No

* **

INVESTIGATION OF SITE RESPONSE IN KATHMANDU VALLEY USING AFTERSHOCK DATA OF THE 2015 GORKHA EARTHQUAKE, NEPAL

Cretaceous, Dakota Formation, Terra Cotta Member South Side of I-70, Salina County, Kansas

SASKATCHEWAN STRATIGRAPHY GLACIAL EXAMPLE BOULDERS IN GLACIAL DEPOSITS

As compaction and cementation of these sediments eventually occur, which area will become siltstone? A) A B) B C) C D) D

SITE EFFECTS STUDY USING AMBIENT VIBRATIONS H/V AT ALGIERS BAY (ALGERIA)

Hydrogeological Assessment for Part of Lots 2 and 3, Concession 5, Township of Thurlow, County of Hastings 1.0 INTRODUCTION. 1.

Borehole Description

POTASH DRAGON CHILE GEOPHYSICAL SURVEY TRANSIENT ELECTROMAGNETIC (TEM) METHOD. LLAMARA and SOLIDA PROJECTS SALAR DE LLAMARA, IQUIQUE, REGION I, CHILE

RISKY HIGH-RISE BUILDINGS RESONATING WITH THE LONG-PERIOD STRONG GROUND MOTIONS IN THE OSAKA BASIN, JAPAN

Initial Borehole Drilling and Testing in Central Huron,

JOINT ACCURATE TIME-FREQUENCY AND HIGH-RESOLUTION ARRAY ANALYSIS, A TOOL FOR SITE EFFECTS ESTIMATION?

KARST MAPPING WITH GEOPHYSICS AT MYSTERY CAVE STATE PARK, MINNESOTA

Key Stage 3 - Volcano Fracking

Background. Valley fills Sites in the Area. Construction over Mine Spoil Fills

Geophysical Exploration in Water Resources Assessment. John Mundell, P.E., L.P.G., P.G. Ryan Brumbaugh, L.P.G. Mundell & Associates, Inc.

Transcription:

Contents Summary... 3 Performance of the Trillium Posthole versus World Class Vault Instruments... 3 Variation in Noise with Depth... 3 Installation Examples... 4 Shallow Bedrock Installation... 4 Thick Sediment Installation... 5 Downhole Installations... 6 Summary of Tilt Noise versus Depth... 6 Conclusion... 7 Appendix A: PSD Plots of Trillium Posthole Installations... 8 Acknowledgements... 14 References... 14 About Nanometrics... 14 Figures Figure 1 Four seismometer installation at Nanometrics Inc.... 3 Figure 2 Trillium Posthole Granite and clay installations at ASL, Snake Pit Cored Holes... 5 Figure 3 Performance plot of Trillium Posthole seismometers at featured installation sites... 7 Figure A1 Comparative PSD plot for Trillium 120 Posthole installed on pier at Nanometrics Inc.... 8 Figure A2 Low frequency PSD plot of a four seismometer installation at Nanometrics Inc.... 9 Figure A3 High frequency PSD plot of a four seismometer installation at Nanometrics Inc.... 10 Figure A4 PSD plot for ASL installation at Snake Pit Cored Holes, Albuquerque, NM... 11 Figure A5 PSD plot for PASSCAL installation, Rio Grande flood plain, Socorro, NM... 12 Figure A6 PSD plot for ASL installation at ANMO Seismic Observatory... 13 1008.01.01 Page 2 of 14

Nanometrics Posthole Seismometers Summary The Nanometrics Trillium 120 Posthole (Trillium Posthole) seismometer is designed for subsurface installation to optimize seismic performance while minimizing the cost and logistics of site setup. This paper features an analysis of installation techniques in typical environments, and for each of these environments, provides compelling results from independent and internal studies that illustrate the advantages of buried instruments such as the Trillium Posthole. Performance of the Trillium Posthole versus World Class Vault Instruments The PSD plot in 0 illustrates the self-noise of the Trillium Posthole. In this installation, two Trillium Posthole seismometers, a Trillium 240 seismometer, and a Trillium 120PA seismometer were installed side-by-side on a granite block resting on sedimentary bedrock (limestone and shale). 0 clearly demonstrates the comparable performance of the Trillium Posthole to world-class vault instruments. Variation in Noise with Depth A four seismometer installation was performed at Nanometrics in Kanata, Ontario, Canada. This installation includes a surface vault installation of a Trillium 120PA, a 1.2 m direct burial installation in clay of a Trillium Posthole, a 7 m cased hole installation in clay of a Trillium Posthole, and a 30 m cased hole installation in bedrock of a Trillium 120 PH. Figure 1 is an illustration of this installation with a graphical spectrum of low and high frequency noise levels at the various depths. See Figure A2 for the low frequency PSD plot of this installation and Figure A3 for the high frequency plot. Figure 1 Spectral analysis of installation at Nanometrics Inc. 1008.01.01 Page 3 of 14

The low frequency PDS plot of the Nanometrics installation (see Figure A2 ) shows that Vertical performance is good, even in a noisy environment (thick sediment, in the middle of a city), independent of depth and geology. The surface vault is about 3dB noisier than the buried and borehole installations. Tilt noise on the horizontal channels markedly decreases with depth within the sediment layer, which can be seen by comparing the buried and borehole installations to the surface vault installation (System 4) as follows: o o o o The Trillium 120PA surface vault installation (System 4) is affected by tilt noise. The 1.2 m Trillium Posthole installation (System 3) has similar performance to the surface vault at long periods, and lower noise above 0.1 Hz. The 7 m cased hole Trillium Posthole installation (System 2) has significantly less tilt noise than the surface vault. The 30 m cased hole Trillium Posthole installation (System 1) in bedrock has minimal tilt noise and is approaching the vertical noise level. The high frequency PSD plot (Figure A3) shows that In a 7m deep hole, from 2 to 50 Hz, there is a -6dB benefit to burying the seismometer within the sediment layer. There is a -30 to 40 db benefit in drilling to bedrock. This is because the amplitude of locally generated highfrequency noise varies inversely with the velocity of the medium (quartzite bedrock at 5000 m/s versus clay at 100 m/s). Above 50 Hz, performance improves with depth, even within the sediment layer, because high-frequency surface waves do not penetrate very deep into the sediment layer. Installation Examples This paper illustrates three types of installation, each of which show how depth and site conditions affect noise performance. Shallow Bedrock Installation An excellent site for a posthole installation is on bedrock covered by a few feet of soil. Installation is as simple as digging a hole to bedrock, installing the seismometer and backfilling the hole. The seismometer does not need to be level as long as it is within its self-leveling tilt range. The soil will provide excellent insulation and keep the seismometer at a near-constant temperature year-round. Example: Albuquerque Seismological Laboratory (ASL), Snake Pit Cored Holes Installation, Albuquerque, NM This installation included two Trillium Posthole seismometers (see Figure 2): 1. The first seismometer was installed in a 1.2 m hole cored into an exposed granite outcrop. The bottom of the hole was covered in a 4 cm layer of fine crushed glass, and the top end was insulated and sealed with mortar. 2. The second seismometer was installed in a 5.5 m cased hole augured into clay and gravel fill. A 40 cm layer of fine sand filled the bottom of the hole and a 15 cm layer of crushed glass silica was added on top of the sand to form a base for the seismometer. The hole was insulated and covered with an aluminum cap. 1008.01.01 Page 4 of 14

Figure 2 Trillium Posthole Granite and clay installations at ASL, Snake Pit Cored Holes Using the Nanometrics 7 m and 30 m borehole installations as benchmarks, the data plot (see Figure A4) for this installation shows that The vertical channel for both seismometers tracks the NLNM. The horizontal channels for the seismometer in sediment (System 2 in Figure A4) are similar to the Nanometrics 7 m borehole installation (see Figure A2 and Figure A3), though the tilt noise at the Snake Pit Cored Holes installation is slightly lower because the bedrock is shallower. The horizontal channels for the seismometer in bedrock (System 1 in Figure A4) are similar to the Nanometrics 30 m borehole into bedrock (see Figure A2 and Figure A3), though tilt noise is slightly higher at the surface in the Snake Pit Cored Holes installation versus the deeper Nanometrics installation. Thick Sediment Installation Where bedrock cannot be reached economically, shallow burial is still a very effective deployment method. Example: PASSCAL Instrument Center Installation at the Rio Grande Flood Plain, Socorro, NM The PASSCAL (Program for Array Seismic Studies of the Continental Lithosphere) installation described here consists of a sediment installation on the Rio Grande flood plain where the water table is less than a metre below the surface. In this installation, four Guralp Systems CMG-3T seismometers were installed; two by direct burial in shallow holes of one metre or less that were dry when dug and filled with sand, and two in buried vaults. A fifth seismometer, a Trillium Posthole was also installed by direct burial in an augured hole where it was completely submersed in water. The hole was 1.5 m deep with a pipe fitted into the hole to prevent the walls from collapsing. Sand was poured around the seismometer to approximately half its height. Vermiculite filled the hole from the water line to the top of the pipe. The PSD plot (see Figure A5) of this installation shows that Horizontal noise performance of the Trillium Posthole seismometer is similar to the others and somewhat lower on the verticals. 1008.01.01 Page 5 of 14

Horizontal noise of all of the seismometers is limited by the site, -130 to -140 at 100s, which is very similar to the surface and direct burial installations at Nanometrics (see Figure A2 and Figure A3). Downhole Installations There is a level of site noise inherent to thick sediment environments, due to surface waves and resonances within the sediment layer. This can be mitigated by drilling down, away from the surface, towards or into the bedrock. Such holes (down to 100 m) may require a casing to prevent the sides from collapsing on the sensor and preventing eventual sensor removal. The Trillium 120 Posthole is suitable for installation in such cased holes where it can be placed at the bottom of the hole. There are two suitable methods for installing the Trillium Posthole in a cased hole, either with or without sand around the seismometer. Each method has pros and cons that must be weighed, based on the specific circumstances of the installation. In a downhole installation using sand, a small quantity of sand is poured at the bottom of the hole, the seismometer is lowered onto it, then a measured quantity of sand is poured to fill up the volume around the seismometer and cover the top with no more than a few inches of sand. (Excess sand on top of the seismometer makes it hard to extract later.) See Example: Albuquerque Seismological Laboratory (ASL), ANMO Seismic Observatory 100 m Borehole Installation, Albuquerque, NM on for a description of a borehole installation with sand. If a hard, flat surface can be prepared at the bottom of the hole (with self-leveling concrete, or a metal cap on the bottom of the casing string), then sand is not required to stabilize the seismometer and the sensor can be placed on its 3 feet at the bottom of the hole. The seismometer should not touch the side of the hole. If the casing is a close fit to the seismometer, air will form a viscous boundary layer and prevent any convection cell from forming in the space beside the instrument. See the Variation in Noise with Depth section of this document and refer to the 7 m Trillium Posthole and 30 m Trillium Posthole installations at Nanometrics for examples of downhole installations without sand. Example: Albuquerque Seismological Laboratory (ASL), ANMO Seismic Observatory 100 m Borehole Installation, Albuquerque, NM In this installation, a Trillium Posthole was installed in a large diameter borehole of approximately 100 m depth. After setting the seismometer on sand at the bottom of the hole, a measured quantity of sand was poured down the hole to fill the space around the seismometer and to cover the top of the seismometer. The PSD plot of this installation (see Figure A6) shows that The Trillium Posthole long-period vertical performance is superior to the reference seismometer, a KS-54000 from Geotech Instruments. The horizontal performance on both seismometers is similar to the vertical performance, down to 100 s. Summary of Tilt Noise versus Depth The following plot summarizes results for horizontal background signal ("tilt noise") versus depth for all of the featured installations. PSD values at 100 s are averaged across all horizontal channels for instruments at a given depth at each site, as a measure of ground tilt motion. Based on this sample of sites, results for tilt noise versus depth are remarkably consistent for similar installations at different locations. 1008.01.01 Page 6 of 14

The main independent variable is the geology, in particular, the seismic velocity of the medium in which the seismometer is emplaced. The Snake Pit Cored Holes 1.2 m hole (see Figure 2) is the outlier in the group because it was drilled into exposed bedrock, whereas the other shallow holes were in sediment. Figure 3 Performance plot of Trillium Posthole seismometers at featured installation sites Conclusion The installations featured in this paper have illustrated several benefits inherent in the Nanometrics Trillium Posthole seismometer. The most significant benefits are that The Trillium Posthole offers comparable performance to the world s highest performing vault seismometers. There are inherent noise field benefits associated with installing a seismometer in a downhole environment that are not available to vault instruments, specifically o Horizontal noise is significantly suppressed in downhole environments and changes depending on the type of geology. True leveling is made possible by the motorized, stacked axes design of the Nanometrics Trillium Posthole seismometer. This design offers a method of separating the noise inherent in horizontal axes from the vertical axis. Trillium Posthole seismometers can operate closer to cultural noise. A Trillium Posthole installation in a secure location and environment will provide the same data as a remote location. 1008.01.01 Page 7 of 14

Appendix A: PSD Plots of Trillium Posthole Installation Figure A1 Comparative PSD plot for Trillium 120 Posthole installed on pier at Nanometrics Inc. 1008.01.01 Page 8 of 14

Figure A2 Low frequency PSD plot of a four seismometer installation at Nanometrics Inc. 1008.01.01 Page 9 of 14

Figure A3 High frequency PSD plot of a four seismometer installation at Nanometrics Inc. 1008.01.01 Page 10 of 14

Figure A4 PSD plot for ASL installation at Snake Pit Cored Holes, Albuquerque, NM 1008.01.01 Page 11 of 14

Nanometrics Posthole Seismometers Figure A5 PSD plot for PASSCAL installation, Rio Grande flood plain, Socorro, NM 1008.01.01 Page 12 of 14

Figure A6 PSD plot for ASL installation at ANMO Seismic Observatory KS-54000 Trillium Posthole Z = red Z = yellow H1 = dark blue N = pink Horizontals not oriented true north and east H2 = green E = light blue 1008.01.01 Page 13 of 14

Acknowledgements Nanometrics would like to thank the following individuals and organizations for providing information used in the writing of this paper: Charles R. (Bob) Hutt and Adam Ringler for providing their report on the installation of a Trillium 120 Posthole in a 100 m borehole at the Albuquerque Seismological Laboratory, ANMO Seismic Observatory in Albuquerque, NM. Bob Busby and Allan Sauter for providing their installation reports for the Trillium 120 Posthole installations at the TA.TASL and TA.TASM stations at the Albuquerque Seismological Laboratory, Snake Pit Cored Holes site in Albuquerque, NM. Tim Parker of PASSCAL for providing details on the PASSCAL Trillium Posthole installation at the Rio Grande flood plain near Socorro, NM. References Ackerly, N. (2012) PASSCAL Evaluation of Trillium Posthole Hutt, C. and Ringler, A. (2011) Brief Summary of Nanometrics Trillium Posthole Seismometer Noise Tests Sleeman, R., van Wettum, A. and Trampert, J. (2006) Three-Channel Correlation Analysis: A New Technique to Measure Instrumental Noise of Digitizers and Seismic Sensors, Bulletin of the Seismological Society of America, Vol. 96, No. 1, pp. 258-271. About Nanometrics Nanometrics Inc. is a world-class provider of precision instrumentation, network technology and software applications for seismological and environmental research. Nanometrics products are employed for the study and monitoring of regional, national and global seismicity; natural resource exploration; environmental data communications; and other scientific applications. Deployed in over 100 countries on every continent, Nanometrics real-time and portable systems are utilized by the world s leading scientific institutions, universities, corporations and test ban treaty monitoring organizations. 1008.01.01 Page 14 of 14