2001
DOI: 10.3133/ofr01414
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Vertical-deformation, water-level, microgravity, geodetic, water-chemistry, and flow-rate data collected during injection, storage, and recovery tests at Lancaster, Antelope Valley, California, September 1995 through September 1998

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Cited by 11 publications
(5 citation statements)
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“…The anchored cable and pipe (free standing and counterweighted) extensometers have been used widely in a number of successful subsidence investigations. More recently, dual-stage counterweighted pipe extensometers ( Figure 5) have been used to measure compaction simultaneously in two depth intervals (Heywood, 1993;Metzger et al, 2002). Counterweighted pipe extensometers are capable of measurement resolutions of 0.01 -0.1 mm (Riley, 1969).…”
Section: Geodesymentioning
confidence: 99%
“…The anchored cable and pipe (free standing and counterweighted) extensometers have been used widely in a number of successful subsidence investigations. More recently, dual-stage counterweighted pipe extensometers ( Figure 5) have been used to measure compaction simultaneously in two depth intervals (Heywood, 1993;Metzger et al, 2002). Counterweighted pipe extensometers are capable of measurement resolutions of 0.01 -0.1 mm (Riley, 1969).…”
Section: Geodesymentioning
confidence: 99%
“…The strain registered at 90-m depth fluctuated around a positive strain of~203 με, implying that delayed deformation of At-III had nearly ended. Combined, these results demonstrate that the spatial continuity of FO strains allows for identifying very localized deformation, whereas such features may not be captured by traditional instrumentation such as extensometers (Hwang et al, 2008;Metzger et al, 2001;Riley, 1969).…”
Section: Do We Need Distributed Strain?mentioning
confidence: 84%
“…Vertical deformation is currently measured by various techniques such as precise leveling, interferometric synthetic aperture radar (InSAR), global navigation satellite system (GNSS), and extensometry (Galloway & Burbey, ). Satellite imagery and space geodetic techniques measuring land‐surface elevation changes have allowed for mapping and monitoring detailed surface deformation over large areas (Amelung et al, ; Massonnet & Feigl, ; Shirzaei & Bürgmann, ), whereas subsurface strata deformation is often identified and characterized using extensometers (Hwang et al, ; Metzger et al, ; Riley, ). Despite considerable effort, however, recording detailed distributions of vertical deformation using traditional extensometers is sometimes challenging, mainly due to the inadequate information provided by spatially discrete measuring points.…”
Section: Introductionmentioning
confidence: 99%
“…The area faced several problems in the past, mainly due to inundation (especially during the years 1968, 1974, 1976, 1979, and 1999). By taking into account all the possible causes for subsidence, the most significant seem to be the geological structure and the water pumping [23,24]. However, the lack of correlation in space and in time between fluctuations of piezometric levels, topographic changes and pumping indicates that the observed subsidence should be regarded as the cumulative effect of several factors, including consolidation of near-surface sediments due to the decline of the piezometric level and the partial abandonment of the delta, oxidation of peat soils in the vadose zone, synsedimentary deformation (faulting and flow) and loading-induced consolidation of deeper sediments [25].…”
Section: Flooding Due To Flash Floods Storm Surge and Tsunami Wavesmentioning
confidence: 99%