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24. A Resonant Column Study of the Seismic Properties of Methane-Hydrate-Bearing Sand

甲烷 方位(导航) 水合物 地质学 栏(排版) 石油工程 岩土工程 笼状水合物 化学 工程类 结构工程 地理 地图学 有机化学 连接(主束)
作者
Angus I. Best,Jeffrey A. Priest,C.R.I. Clayton
出处
期刊:Society of Exploration Geophysicists eBooks [Society of Exploration Geophysicists]
卷期号:: 337-347 被引量:11
标识
DOI:10.1190/1.9781560802197.ch24
摘要

PreviousNext No AccessGeophysical Characterization of Gas Hydrates24. A Resonant Column Study of the Seismic Properties of Methane-Hydrate-Bearing SandAuthors: A. I. BestJ. A. PriestC. R. I. ClaytonA. S. AvramidisS. K. SaxenaM. L. BatzleD. -H. HanR. HofmannP. G. BrewerF. M. OrrG. FreidrichK. A. KvenvoldenD. L. OrangeJ. McFarlaneW. KirkwoodG. CascanteC. SantamarinaN. YassirS. ChandT. A. MinshullJ. A. PriestA. I. BestC. R. I. ClaytonW. F. WaiteC. R. I. ClaytonJ. A. PriestA. I. BestB. M. ClennellM. HovlandJ. S. BoothP. HenryW. J. WintersA. CresswellM. E. BartonM. R. BrownV. P. DrnevichV. P. DrnevichB. O. HardinD. J. ShippyV. P. DrnevichR. D. WoodsJ. DvorkinA. NurD. G. HowellF. GassmannE. L. HamiltonB. O. HardinV. P. DrnevichM. B. HelgerudJ. DvorkinA. NurA. SakaiT. CollettR. HillJ. J. KolbuszewskiR. D. MaloneJ. A. PriestJ. A. PriestA. I. BestC. R. I. ClaytonJ. A. PriestA. I. BestC. R. I. ClaytonN. S. RadM. T. TumayF. E. RichartJ. R. HallR. D. WoodsC. RuppelS. K. SaxenaA. S. AvramidisK. R. ReddyE. SpangenbergJ. KulenkampffB. TohidiR. AndersonM. B. ClennellR. W. BurgassA. -B. BiderkabJ. E. WalterW. H. HigherR. P. ValleeK. W. WinklerA. NurH. Z. YinG. MavkoT. MukerjiA. NurO. Y. ZatsepinaB. A. BuffettA. I. BestNational Oceanography Centre, University of Southampton Waterfront Campus, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSearch for more papers by this author, J. A. PriestNational Oceanography Centre, University of Southampton Waterfront Campus, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSearch for more papers by this author, C. R. I. ClaytonNational Oceanography Centre, University of Southampton Waterfront Campus, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSchool of Civil Engineering and the Environment, University of Southampton, Southampton, UKSearch for more papers by this author, A. S. AvramidisSearch for more papers by this author, S. K. SaxenaSearch for more papers by this author, M. L. BatzleSearch for more papers by this author, D. -H. HanSearch for more papers by this author, R. HofmannSearch for more papers by this author, P. G. BrewerSearch for more papers by this author, F. M. OrrSearch for more papers by this author, G. FreidrichSearch for more papers by this author, K. A. KvenvoldenSearch for more papers by this author, D. L. OrangeSearch for more papers by this author, J. McFarlaneSearch for more papers by this author, W. KirkwoodSearch for more papers by this author, G. CascanteSearch for more papers by this author, C. SantamarinaSearch for more papers by this author, N. YassirSearch for more papers by this author, S. ChandSearch for more papers by this author, T. A. MinshullSearch for more papers by this author, J. A. PriestSearch for more papers by this author, A. I. BestSearch for more papers by this author, C. R. I. ClaytonSearch for more papers by this author, W. F. WaiteSearch for more papers by this author, C. R. I. ClaytonSearch for more papers by this author, J. A. PriestSearch for more papers by this author, A. I. BestSearch for more papers by this author, B. M. ClennellSearch for more papers by this author, M. HovlandSearch for more papers by this author, J. S. BoothSearch for more papers by this author, P. HenrySearch for more papers by this author, W. J. WintersSearch for more papers by this author, A. CresswellSearch for more papers by this author, M. E. BartonSearch for more papers by this author, M. R. BrownSearch for more papers by this author, V. P. DrnevichSearch for more papers by this author, V. P. DrnevichSearch for more papers by this author, B. O. HardinSearch for more papers by this author, D. J. ShippySearch for more papers by this author, V. P. DrnevichSearch for more papers by this author, R. D. WoodsSearch for more papers by this author, J. DvorkinSearch for more papers by this author, A. NurSearch for more papers by this author, D. G. HowellSearch for more papers by this author, F. GassmannSearch for more papers by this author, E. L. HamiltonSearch for more papers by this author, B. O. HardinSearch for more papers by this author, V. P. DrnevichSearch for more papers by this author, M. B. HelgerudSearch for more papers by this author, J. DvorkinSearch for more papers by this author, A. NurSearch for more papers by this author, A. SakaiSearch for more papers by this author, T. CollettSearch for more papers by this author, R. HillSearch for more papers by this author, J. J. KolbuszewskiSearch for more papers by this author, R. D. MaloneSearch for more papers by this author, J. A. PriestSearch for more papers by this author, J. A. PriestSearch for more papers by this author, A. I. BestSearch for more papers by this author, C. R. I. ClaytonSearch for more papers by this author, J. A. PriestSearch for more papers by this author, A. I. BestSearch for more papers by this author, C. R. I. ClaytonSearch for more papers by this author, N. S. RadSearch for more papers by this author, M. T. TumaySearch for more papers by this author, F. E. RichartSearch for more papers by this author, J. R. HallSearch for more papers by this author, R. D. WoodsSearch for more papers by this author, C. RuppelSearch for more papers by this author, S. K. SaxenaSearch for more papers by this author, A. S. AvramidisSearch for more papers by this author, K. R. ReddySearch for more papers by this author, E. SpangenbergSearch for more papers by this author, J. KulenkampffSearch for more papers by this author, B. TohidiSearch for more papers by this author, R. AndersonSearch for more papers by this author, M. B. ClennellSearch for more papers by this author, R. W. BurgassSearch for more papers by this author, A. -B. BiderkabSearch for more papers by this author, J. E. WalterSearch for more papers by this author, W. H. HigherSearch for more papers by this author, R. P. ValleeSearch for more papers by this author, K. W. WinklerSearch for more papers by this author, A. NurSearch for more papers by this author, H. Z. YinSearch for more papers by this author, G. MavkoSearch for more papers by this author, T. MukerjiSearch for more papers by this author, A. NurSearch for more papers by this author, O. Y. ZatsepinaSearch for more papers by this author, and B. A. BuffettSearch for more papers by this authorhttps://doi.org/10.1190/1.9781560802197.ch24 SectionsAboutPDF/ePub ToolsAdd to favoritesDownload CitationsTrack CitationsPermissions ShareFacebookTwitterLinked InReddit Abstract Effective future exploitation of seafloor methane hydrates will require better geophysical estimates of hydrate content for calculation of in situ reserves, production planning, reservoir monitoring, and seabed stability. Relating seismic velocity and attenuation to hydrate saturation in marine sediments is a key first step in this process. To this end, a laboratory resonant column was developed for measuring the seismic properties of methane-hydrate-bearing sediments under simulated in situ conditions. Shear and longitudinal wave velocities and attenuations were measured from the fundamental resonance modes in torsion and flexure of 14-cm-long cylindrical sand specimens (7 cm diameter) in the 50–500 Hz frequency range. Hydrate saturation was varied between 0% and 35% by dispersing known volumes of water throughout the sand and saturating with methane gas before forming hydrate by increasing the pore fluid pressure to 15 MPa and lowering the temperature to −20°C. Subsequent resonant column measurements at 500 kPa effective pressure (5 MPa pore fluid pressure) and 3°C revealed how hydrate cementation rapidly increases seismic velocities and gives rise to an attenuation Q−1 peak at 3%–5% hydrate saturation for P waves and S waves. The VP / VS ratio reduces dramatically from 4.85 (0% hydrate) to 1.86 (35% hydrate). The results are directly applicable to seismic exploration and monitoring of hydrate reservoir sands. Permalink: https://doi.org/10.1190/1.9781560802197.ch24References Avramidis, A. S. , and S. K. Saxena, 1990, A modified “stiffened” Drnevich resonant column: Soil and Foundation, 30, 56–68. CrossrefGoogle Scholar Batzle, M. L. , D. -H. Han, and R. Hofmann, 2006, Fluid mobility and frequency-dependent seismic velocity — direct measurements: Geophysics, 71, no. 1, N1–N9. AbstractGoogle Scholar Brewer, P. G. , F. M. Orr, G. Freidrich, K. A. Kvenvolden, D. L. Orange, J. McFarlane, and W. Kirkwood, 1997, Deep-ocean field test of methane hydrate formation from a remotely operated vehicle: Geology, 25, no. 5, 407–410, doi: https://doi.org/10.1130/0091-7613(1997)025<0407:DOFTOM>2.3.CO;2. CrossrefGoogle Scholar Cascante, G., C. Santamarina, and N. Yassir, 1998, Flexural excitation in a standard torsional-resonant column device: Canadian Geotechnical Journal, 35, no. 3, 478–490, doi: https://doi.org/10.1139/cgj-35-3-478. CrossrefGoogle Scholar Chand, S., T. A. Minshull, J. A. Priest, A. I. Best, C. R. I. Clayton, and W. F. Waite, 2006, An effective medium inversion algorithm for gas hydrate quantification and its application to laboratory and borehole measurements of gas hydrate bearing sediments: Geophysical Journal International, 166, no. 2, 543–552, doi:https://doi.org/10.1111/j.1365-246X.2006.03038.x. CrossrefGoogle Scholar Clayton, C. R. I. , J. A. Priest, and A. I. Best, 2005, The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand: Geotechnique, 55, no. 6, 423–434, doi:https://doi.org/10.1680/geot.2005.55.6.423. CrossrefGoogle Scholar Clennell, B. M. , M. Hovland, J. S. Booth, P. Henry, and W. J. Winters, 1999, Formation of natural hydrates in marine sediments: 1. Conceptual model of gas hydrate growth conditioned by host sediment properties: Journal of Geophysical Research, 104, no. B10, 22985–23003, doi:https://doi.org/10.1029/1999JB900175. CrossrefGoogle Scholar Cresswell, A., M. E. Barton, and M. R. Brown, 1999, Determining the maximum dry density of sands by pluviation: Geotechnical Testing Journal, 22, no. 4, 324–328, doi: https://doi.org/10.1520/GTJ11245J. CrossrefGoogle Scholar Drnevich, V. P. , 1978, Resonant column testing — problems and solutions: Dynamic Geotechnical Testing: ASTM Special Technical Publication, 654, 394–398. Google Scholar Drnevich, V. P. , B. O. Hardin, and D. J. Shippy, 1978, Modulus and damping of soils by the resonant column method: Dynamic Geotechnical Testing: American Society for Testing and Materials, Special Technical Publication, 654, 91–125. CrossrefGoogle Scholar Drnevich, V. P. , 1985, Recent developments in resonant column testing, in R. D. Woods, ed., Richart commemorative lectures: ASCE. Google Scholar Dvorkin, J., and A. Nur, 1993, Rock physics for the characterization of gas hydrates, in D. G. Howell, ed., The future of energy gases: U. S. Geological Survey Vol. 1570, 293–311. Google Scholar Gassmann, F., 1951, Elastic waves through a packing of spheres: Geophysics, 16, 673–685, doi: https://doi.org/10.1190/1.1437718. AbstractGoogle Scholar Hamilton, E. L. , 1979, VP / VS and Poisson's ratio in marine sediments and rocks: The Journal of the Acoustical Society of America, 66, no. 4, 1093–1101, doi: https://doi.org/10.1121/1.383344. CrossrefGoogle Scholar Hardin, B. O. , and V. P. Drnevich, 1972, Shear modulus and damping in soils: design equations and curves: Journal of the Soil Mechanics and Foundations Division, 98, 667–691. CrossrefGoogle Scholar Helgerud, M. B. , J. Dvorkin, A. Nur, A. Sakai, and T. Collett, 1999, Elastic-wave velocity in marine sediments with gas hydrates: effective medium modelling: Geophysical Research Letters, 26, no. 13, 2021–2024, doi: https://doi.org/10.1029/1999GL900421. CrossrefGoogle Scholar Hill, R., 1952, The elastic behaviour of crystalline aggregate: Proceedings of the Physics Society of London, Section A, 65, no. 5, 349–354, doi: https://doi.org/10.1088/0370-1298/65/5/307. CrossrefGoogle Scholar Kolbuszewski, J. J. , 1948, An experimental study of the maximum and minimum porosities of sands: Proceedings of the Second International Conference on Soil Mechanics and Foundation Engineering, 158–165. Google Scholar Malone, R. D. , 1985, Gas hydrates: Technical Report DOE/METC/SP-218, United States Department of Energy. Google Scholar Priest, J. A. , 2004, The effect of methane gas hydrate on the dynamic properties of sand: Ph.D. thesis, University of Southampton. Google Scholar Priest, J. A. , A. I. Best, and C. R. I. Clayton, 2005, A laboratory investigation into the seismic velocities of methane gas hydrate-bearing sand: Journal of Geophysical Research B: Solid Earth and Planets, 110, B4, B04102, doi: https://doi.org/10.1029/2004JB003259. CrossrefGoogle Scholar Priest, J. A. , A. I. Best, and C. R. I. Clayton, 2006, Attenuation of seismic waves in methane gas hydrate-bearing sand: Geophysical Journal International, 164, no. 1, 149–159, doi: https://doi.org/10.1111/j.1365-246X.2005.02831.x. CrossrefGoogle Scholar Rad, N. S. , and M. T. Tumay, 1987, Factors affecting sand specimen preparation by raining: Geotechnical Testing Journal, 10, no. 1, 31–37, doi: https://doi.org/10.1520/GTJ10136J. CrossrefGoogle Scholar Richart, F. E. , J. R. Hall, and R. D. Woods, 1970, Vibrations of soils and foundations: Prentice-Hall, Inc. Google Scholar Ruppel, C., 1997, Anomalously cold temperatures observed at the base of the gas hydrate stability zone on the U. S. Atlantic passive margin: Geology, 25, no. 8, 699–702, doi: https://doi.org/10.1130/0091-7613(1997)025<0699:ACTOAT>2.3.CO;2. CrossrefGoogle Scholar Saxena, S. K. , A. S. Avramidis, and K. R. Reddy, 1988, Dynamic moduli and damping ratios for cemented sands at low strains: Canadian Geotechnical Journal, 25, no. 2, 353–368, doi: https://doi.org/10.1139/t88-036. CrossrefGoogle Scholar Spangenberg, E., and J. Kulenkampff, 2006, Influence of methane hydrate content on electrical sediment properties: Geophysical Research Letters, 33, no. 24, L24315, doi: https://doi.org/10.1029/2006GL028188. CrossrefGoogle Scholar Tohidi, B., R. Anderson, M. B. Clennell, R. W. Burgass, and A. -B. Biderkab, 2001, Visual observation of gas hydrate formation and dissociation in synthetic porous media by means of glass micromodels: Geology, 29, no. 9, 867–870, doi: https://doi.org/10.1130/0091-7613(2001)029<0867:VOOGHF>2.0.CO;2. CrossrefGoogle Scholar Walter, J. E. , W. H. Higher, and R. P. Vallee, 1982, Determining the maximum void ratio of uniform cohesionless soils: Transportation Research Records: Journal of the Transportation Research Board, 897, 42–51. Google Scholar Winkler, K. W. , and A. Nur, 1979, Pore fluids and seismic attenuation in rocks: Geophysical Research Letters, 6, no. 1, 1–4, doi: https://doi.org/10.1029/GL006i001p00001 CrossrefGoogle Scholar Yin, H. Z. , G. Mavko, T. Mukerji, and A. Nur, 1995, Scale effects on dynamic wave-propagation in heterogeneous media: Geophysical Research Letters, 22, no. 23, 3163–3166, doi: https://doi.org/10.1029/95GL03174. CrossrefGoogle Scholar Zatsepina, O. Y. , and B. A. Buffett, 1997, Phase equilibrium of gas hydrate: implications for the formation of hydrate in the deep sea floor: Geophysical Research Letters, 24, no. 13, 1567–1570, doi: https://doi.org/10.1029/97GL01599. CrossrefGoogle ScholarFiguresReferencesRelatedDetailsCited bySquirt flow due to interfacial water films in hydrate bearing sediments30 May 2018 | Solid Earth, Vol. 9, No. 3Time Resolved Coarsening of Clathrate Crystals: The Case of Gas Hydrates28 March 2017 | Crystal Growth & Design, Vol. 17, No. 5On the path to the digital rock physics of gas hydrate-bearing sediments – processing of in situ synchrotron-tomography data22 August 2016 | Solid Earth, Vol. 7, No. 4Microstructure of hydrate-bearing sediments and determination of P-wave velocities based on high-resolution synchrotron tomographic dataKathleen Sell*, Marwen Chaouachi, Andrzej Falenty, Erik H. Saenger, Faisal Khan, Jens-Oliver Schwarz, Frieder Enzmann, Michael Kersten, and Werner F. Kuhs19 August 20151. Gas Hydrates — Geophysical Exploration Techniques and MethodsMichael Riedel, Eleanor C. Willoughby, and Satinder Chopra21 March 201219. Introduction of Laboratory StudiesMichael Riedel, Eleanor C. Willoughby, and Satinder Chopra21 March 2012 Geophysical Characterization of Gas HydratesISBN (print):978-1-56080-218-1ISBN (online):978-1-56080-219-8Copyright: 2010 Pages: 412 publication data© 2010 All rights reserved. No part of this publication may be reproduced or distributed in any form or by any means without written permission of the publisherPublisher:Society of Exploration Geophysicists HistoryPublished in print: 01 Jan 2010 CITATION INFORMATION A. I. Best, J. A. Priest, and C. R. I. Clayton, (2010), "24. A Resonant Column Study of the Seismic Properties of Methane-Hydrate-Bearing Sand," Geophysical Developments Series : 337-347. https://doi.org/10.1190/1.9781560802197.ch24 Plain-Language Summary PDF DownloadLoading ...
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