scholarly journals A methodology for characterizing the hydraulic effectiveness of an annular low-permeability barrier

2011 ◽  
Vol 120 (1-4) ◽  
pp. 68-80 ◽  
Author(s):  
Víctor Vilarrasa ◽  
Jesús Carrera ◽  
Anna Jurado ◽  
Estanislao Pujades ◽  
Enric Vázquez-Suné
2006 ◽  
Vol 85 (3-4) ◽  
pp. 247-270 ◽  
Author(s):  
Philip T. Harte ◽  
Leonard F. Konikow ◽  
George Z. Hornberger

2016 ◽  
Vol 110 (3) ◽  
pp. 35a
Author(s):  
Cesar A. Lopez Bautista ◽  
S. Gnanakaran ◽  
Helen Zgurskaya

1987 ◽  
Vol 33 (3) ◽  
pp. 262-266 ◽  
Author(s):  
François Malouin ◽  
François Lamothe

The role of β-lactamase and the permeability barrier on the activity of some β-lactams against 53 strains of the Bacteroides fragilis group was investigated. Minimal inhibitory concentrations of cefamandole, cefoxitin, and cephalothin were determined with or without the addition of clavulanic acid and (or) ethylenediaminetetraacetate using an agar dilution technique. A significant increase of susceptibility with clavulanic acid indicated a role for β-lactamase, and with ethylenediaminetetraacetate, a role for a permeability barrier. We found that both β-lactamase and low permeability decreased the activity of the β-lactams to some extent depending on the bacterial species and the antibiotic. The species-specific exception was B. distasonis which showed only a permeability barrier to all antibiotics tested.


2007 ◽  
Vol 44 (7) ◽  
pp. 873-890 ◽  
Author(s):  
Mahmood Seid-Karbasi ◽  
Peter M Byrne

Experience from past earthquakes indicates that seismically induced large lateral spreads and flow slides in alluvial sand deposits have taken place in coastal and river areas in many parts of the world. The ground slope in these slides was often not very steep, gentler than a few percent. Recent research indicates that the presence of low-permeability silt or clay sublayers within the sand deposits is responsible for this behaviour. Such layers form a barrier to upward flow of water associated with earthquake-generated pore pressures. This causes an accumulation of pore water at the base of the layers, resulting in greatly reduced strength and possible slope instability. This paper uses an effective stress coupled stress-flow dynamic analyses procedure to demonstrate the effects of a low-permeability barrier layer on ground deformations from an earthquake event. The analyses show that an expansion zone develops at the base of barrier layers in stratified soil deposits under seismic loading which can greatly reduce shear strength and result in large deformations and flow failure. Without such a layer or layers, the slope may undergo significant displacements, but not a flow slide. Slopes with a barrier layer can be stabilized by drains.Key words: liquefaction, lateral spreads, stratification, flow failure, dynamic analysis, UBCSAND model, drain.


SPE Journal ◽  
2016 ◽  
Vol 21 (03) ◽  
pp. 0899-0908 ◽  
Author(s):  
S.. Kahrobaei ◽  
M.. Mansoori Habibabadi ◽  
G. J. Joosten ◽  
P. M. Van den Hof ◽  
J. D. Jansen

Summary Classic identifiability analysis of flow barriers in incompressible single-phase flow reveals that it is not possible to identify the location and permeability of low-permeability barriers from production data (wellbore pressures and rates), and that only averaged reservoir properties in between wells can be identified. We extend the classic analysis by including compressibility effects. We use two approaches: a twin experiment with synthetic production data for use with a time-domain parameter-estimation technique, and a transfer-function formalism in the form of bilaterally coupled four-ports allowing for an analysis in the frequency domain. We investigate the identifiability, from noisy production data, of the location and the magnitude of a low-permeability barrier to slightly compressible flow in a 1D configuration. We use an unregularized adjoint-based optimization scheme for the numerical time-domain estimation, by use of various levels of sensor noise, and confirm the results by use of the semianalytical transfer-function approach. Both the numerical and semianalytical results show that it is possible to identify the location and the magnitude of the permeability in the barrier from noise-free data. By introducing increasingly higher noise levels, the identifiability gradually deteriorates, but the location of the barrier remains identifiable for much-higher noise levels than the permeability. The shape of the objective-function surface, in normalized variables, indeed indicates a much-higher sensitivity of the well data to the location of the barrier than to its magnitude. These theoretical results appear to support the empirical finding that unregularized gradient-based history matching in large reservoir models, which is well-known to be a severely ill-posed problem, occasionally leads to useful results in the form of model-parameter updates with unrealistic magnitudes but indicating the correct location of model deficiencies.


2008 ◽  
Vol 17 (4) ◽  
pp. 381-392 ◽  
Author(s):  
Jože Kortnik ◽  
Franc Černec ◽  
Klementina Hrast

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