Relevant bibliographies by topics / Berea

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Berea'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Berea"

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Martin, Lou. "Back at Berea." Appalachian Heritage 30, no. 2 (2002): 73. http://dx.doi.org/10.1353/aph.2002.0118.

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Henry Louis Gates Jr. "Berea College Commencement Address." Appalachian Heritage 36, no. 3 (2008): 21–28. http://dx.doi.org/10.1353/aph.0.0059.

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Hannibal, Joseph T. "Berea sandstone: A heritage stone of international significance from Ohio, USA." Geological Society, London, Special Publications 486, no. 1 (November 12, 2019): 177–204. http://dx.doi.org/10.1144/sp486-2019-33.

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AbstractBerea sandstone, a potential Global Heritage Stone Resource, has been one of the most widely used sandstones in North America. This Paleozoic sandstone, quarried for more than 200 years in Ohio, has been used across much of the continent. Thousands of commercial, residential, ecclesiastical, government and other structures have been built with Berea sandstone, including Thomas Worthington's mansion in Chillicothe, Ohio, the Michigan Capitol in Lansing, Michigan, the Carnegie Library and Natural History Museum Building in Pittsburgh, Pennsylvania, and parts of the Parliament buildings in Canada. Grindstones made from Berea sandstone were shipped throughout North America, as well as to the Caribbean, South America, Europe and Asia. The stone is celebrated in a number of locations, notably Berea and Amherst, where quarries have been important historical sources of this stone. It has been known by a number of different geological and commercial names, including Berea grit and Amherst stone, complicating its identification from historical sources. Stone from the most productive quarries, however, was known to be homogeneous and can be identified by its quartz–arenite to sublithic–arenite composition, its fine to medium sand (125–350 µm) grain size and iron-cement spots. Berea sandstone continues to be quarried today in Erie and Lorain counties.
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Bashaw, Carolyn Terry, and Shannon H. Wilson. "Berea College: An Illustrated History." Journal of Southern History 73, no. 3 (August 1, 2007): 698. http://dx.doi.org/10.2307/27649507.

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Ramirez, W. F., A. C. Oen, J. F. Strobel, J. L. Falconer, and H. E. Evans. "Surface Composition of Berea Sandstone." SPE Formation Evaluation 1, no. 01 (February 1, 1986): 23–30. http://dx.doi.org/10.2118/11972-pa.

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Othman, Faisal, Yamin Wang, and Furqan Le-Hussain. "The Effect of Fines Migration During CO2 Injection Using Pore-Scale Characterization." SPE Journal 24, no. 06 (July 15, 2019): 2804–21. http://dx.doi.org/10.2118/192076-pa.

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Summary Recent laboratory studies have shown that fines migration induces a decrease in rock permeability during CO2 injection. This study uses X–ray microcomputed tomography (micro–CT), nitrogen permeability, and Itrax X–ray fluorescence (Itrax–XRF) scanning to investigate the mechanism of fines migration during CO2 injection. We perform CO2–flooding experiments on two Berea core samples. The cores are characterized using nitrogen permeability, micro–CT, scanning electron microscopy with energy–dispersive X–ray spectroscopy (SEM–EDS), and Itrax–XRF scanning. The cores are flooded with fresh water, then CO2–saturated water, and finally water–saturated supercritical CO2 (scCO2). To calculate permeability, the pressure difference across the core samples is monitored during these fluid injections. The produced–water samples are analyzed using inductively coupled plasma–optical emission spectrometry (ICP–OES). After the flooding experiments, nitrogen permeability, micro–CT, SEM–EDS, and XRF scanning are repeated to characterize pore–scale damage. Micro–CT image–based computations are run to estimate permeability decrease along the core–sample length after injection. Results show the dissolution of dolomite and other high–density minerals. Mineral dissolution dislodges fines particles, which migrate during water-saturated–scCO2 injection. During CO2–saturated–water injection, the permeability of Berea 1 and Berea 2 increase by 29 and 13%, respectively. After water–saturated–scCO2 injection, the permeability of Berea 1 and Berea 2 decrease by 60%. The permeability damage of the sample can be explained by fines migration and subsequent blockage. SEM–EDS images also show instances of pore blockage.
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Wilson, Shannon H. ""Sergeant York is the Berea Kind"." Appalachian Heritage 27, no. 1 (1999): 6–17. http://dx.doi.org/10.1353/aph.1999.0011.

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Watts, M. "Baudelaire over Berea, Simmel over Sandton?" Public Culture 17, no. 1 (January 1, 2005): 181–92. http://dx.doi.org/10.1215/08992363-17-1-181.

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Barker, Garry. "Weavers of the Southern Highlands: Berea." Appalachian Heritage 22, no. 2 (1994): 70. http://dx.doi.org/10.1353/aph.1994.0027.

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Hart, David J., and Herbert F. Wang. "Variation of unjacketed pore compressibility using Gassmann’s equation and an overdetermined set of volumetric poroelastic measurements." GEOPHYSICS 75, no. 1 (January 2010): N9—N18. http://dx.doi.org/10.1190/1.3277664.

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Gassmann’s original equation provides a means to relate bulk elastic parameters of a porous material with the compressibility of the pore fluid. The original analysis assumed microhomogeneity and isotropy, which assumed that pore compressibility was equal to grain compressibility. Although subsequent theoretical arguments have shown that Gassmann’s original assumption is violated for most rocks and that pore compressibility need not equal grain compressibility, few experimental studies have compared the two compressibilities; the assumption that pore compressibility equals grain compressibility is still commonly made. We measured hydrostatic poroelastic constants of Berea sandstone and Indiana limestone under drained, undrained, and unjacketed conditions over a range of confining and pore pressures to test the assumption that pore compressibility equals grain compressibility. These two rocks were chosen because they havesimilar values of porosity but different elastic behaviors: Berea sandstone is nonlinearly elastic, especially at low effective stresses, but Indiana limestone is linearly elastic at nearly all stresses. At low effective stresses below [Formula: see text], the pore compressibility for Berea sandstone does not equal grain compressibility but approaches fluid compressibility. Even at higher effective stresses, pore compressibility for Berea sandstone does not equal bulk grain compressibility but approaches a value approximately two to three times the bulk grain compressibility. In contrast, pore compressibility for Indiana limestone does seem to be equal to grain compressibility except perhaps at low effective stresses below [Formula: see text]. The difference between pore compressibilities of these two rocks is likely from the presence of more compliant clay minerals mixed with quartz grains with more microcracks in the Berea sandstone as compared to the well-cemented Indiana limestone.
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Dissertations / Theses on the topic "Berea"

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Strydom, Cornus. "Modulayer-Berea Park learner Resource centre." Pretoria : [s.n.], 2003. http://upetd.up.ac.za/thesis/available/etd-11202003-163127.

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Floyd, Julie. "SUBSURFACE GEOLOGICAL ANALYSES OF THE BEREA PETROLEUM SYSTEM IN EASTERN KENTUCKY." UKnowledge, 2015. http://uknowledge.uky.edu/ees_etds/33.

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The Berea Sandstone is a Late Devonian, tight oil and gas reservoir that intertongues with the Bedford Shale in eastern Kentucky. In order to evaluate the Bedford-Berea interval in the subsurface, 555 well logs from the Kentucky Geological Survey’s oil and gas database were used to construct structure maps, isopach maps, and cross sections of the interval and its possible hydrocarbon source rocks. Gamma-ray logs were compared to known cores in order to separate Bedford from Berea lithologies. Maps and cross sections were compared to known basement structures to evaluate possible structural influences on the interval. The Bedford-Berea interval is thickest along a north-south elongate trend which extends from Lewis to Pike Counties and cuts across basement structures. Along this trend, the interval is thickest and the percentage of Berea lithologies is greatest on known basement highs. The interval is thinnest and dominated by Bedford shales above structural lows and west of the main trend. Several wells are also reported in which the Bedford-Berea thickens on the down-thrown side of major faults. Also, in northeastern Kentucky, where the Berea is thickest, possible submarine channel facies are identified which cut into the underlying Cleveland Shale near the Waverly Arch.
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Herrin, Elizabeth Anne. "Experimental study of shear and compaction band formation in berea sandstone." Thesis, [College Station, Tex. : Texas A&M University, 2008. http://hdl.handle.net/1969.1/ETD-TAMU-3176.

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Garnes, William Thomas. "Subsurface Facies Analysis of the Devonian Berea Sandstone in Southeastern Ohio." Bowling Green State University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=bgsu1415920946.

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Bobich, Jennifer Kay. "Experimental analysis of the extension to shear fracture transition in Berea Sandstone." Texas A&M University, 2005. http://hdl.handle.net/1969.1/2584.

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To characterize low-pressure, brittle deformation in porous, granular rock, notchcut cylinders (30 mm neck diameter) of Berea Sandstone were extended in a triaxial apparatus from 10 to 160 MPa confining pressure at strain rates of 10-4 s-1 and 10-5 s-1. Acoustic emission counts were monitored when extending samples at a slow strain rate. Stress at fracture is characterized by the least compressive principal stress, ??3, and maximum compressive principal stress, ??1 (??1 = Pc). A change in strength dependence on pressure at Pc = 50 MPa corresponds to a change from pure macroscopic extension fracture to mixed-mode opening and shear fracture, and likely reflects the increase in mean stress that suppresses the propagation of extension fractures and the interaction between closely-spaced stepped cracks. Within the extension fracture regime (Pc < 50 MPa), ??3 at failure becomes slightly more tensile with an increase in Pc. At Pc > 50 MPa, ??3 at failure becomes more compressive with an increase in Pc and follows Coulomb behavior; however, the angle between the fracture surface and ??1 increases continuously with Pc. Fracture surfaces characteristic of the extension to shear fracture transition appear as linked, stepped extension fractures; the length of extensional segments decreases with increasing pressure. The onset of acoustic emissions and inelastic strain at fracture occurs at earlier points in the strain history with pressure, consistent with the Griffith prediction of the beginning of fracture growth.
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Scholtz, Jeandri. "Hybrid : a new interface between the City of Pretoria and Berea park." Diss., University of Pretoria, 2016. http://hdl.handle.net/2263/60203.

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The modern day mechanical integration and organisation of cities have disturbed the natural systems and sequences of the environment, as well as the social fabric and collective notions of society within cities (Mumford, 1938:17). Man's progressive "liberation" from the natural environment has desensitised him to nature (Crowe, 1995:233) creating an artifi cial realm where man is removed from nature. Pretoria's establishment was greatly infl uenced by its landscape - aptly called "the valley between the ridges and the rivers" (Dippenaar, 2013:6). Urban modernisation and infrastructure development have however progressively disregarded the river and the landscape within the city, consequently detaching the city from these natural elements, which resulted in the loss of their signifi cance. As one of the last remaining underdeveloped sites in the inner city of Pretoria, Berea Park represents a continuation of the landscape and the Apies River channel into the city. Situated at the southern gateway of the city, Berea Park was Pretoria's fi rst offi cial recreational, social and cultural venue, hosting numerous sport, outdoor and other events. Unfortunately Berea Park is currently in a derelict and idle state. Infrastructural developments have gradually disconnected the site from the surrounding city fabric and community. The isolated and forgotten park, has like the river, tragically lost its essential signifi cance. The divide between the city fabric, the Apies River channel and the Berea Park landscape presents the opportunity to explore architecture's role in re-integrating and connecting experiences of "nature" into the city to enhance the quality of urban life. This dissertation explores architecture and the hybrid typology of "building as a landscape", as a means to create a new topography and interface between the Berea Park landscape, river channel and the city. The concept of a hybrid architecture that merges the typologies of urban park, landscape, infrastructure, public amenity and building is explored with the intention to develop a new typology that can respond to the contextual challenges. The building becomes an extension of the park, and the park becomes an extension of the building. The new interface, proposed programme and activities are aimed at linking the city, its inhabitants, communities, the landscape and the river.
Die hedendaagse meganiese integrasie en organisasie van stede het die natuurlike sisteme en ritmes van die omgewing, asook die sosiale strukture en kollektiewe opvattings van gemeenskappe in stede versteur (Mumford, 1038:17). Die mens se progressiewe "bevryding" van die natuurlike omgewing het gelei tot 'n skeiding tussen die mens en die natuur (Crowe, 2013:6), wat der volglik ? kunsmatige domein waarbinne die mensdom uit die natuurverwyder is, geskep het. Die totstandkoming van Pretoria was grootliks be?nvloed deur sy natuurlike landskap - met die gepaste benaming van " 'n vallei gele? tussen rante en riviere" (Dippenaar, 2013:6). Met stedelike modernisering en infrastruktuur ontwikkeling is daar stelselmatig minder ag geslaan op die rivier en die omliggende stadslandskap, wat daartoe gelei het dat die stad van die natuurlike omgewing afgesonder geraak het en uiteindelik het dit die verlies van die essensi?le betekenis en waarde van die natuurelemente veroorsaak. Berea Park, een van die laaste oorblywende onderontwikkelde terreine in die sentrale stadsgebied van Pretoria, is gele? aan die suidelike ingang van die stad en verteenwoordig 'n verlenging van die landskap en die Apiesrivierkanaal na die stad. Di? terrein was Pretoria se eerste amptelike ontspannings-, sosiale en kulturele byeenkomsplek, wat sport-, buitelugen ander byeenkomste aangebied het. Ongelukking is Bera Park tans 'n verlate, verwaarloosde en onbenutte area. Infrastruktuur ontwikkeling van di? gebied het geleidelik die terrein afgesonder van die omliggende stad en gemeenskap. Die ge?soleerde en vergete park het, soos die rivier, tragies geen betekenis of nut meer nie. Die skeiding tussen die stedelike bouomgewing, die Apiesrivierkanaal en die landskap van Berea Park bied die geleentheid om argitektuur se rol met betrekking tot die herintegrering en verbinding van die "natuur" met die stad te ondersoek derhalwe die gehalte van 'n stedelike lewenswyse te verhoog. Die skripsie ondersoek argitektuur en die hibriede tipologie van 'n gebou as 'n landskap, wat deur die fasilitering van 'n nuwe topografi e 'n interaktiewe verbinding tussen die landskap van Berea Park, die rivierkanaal en die stad tot stand kan bring. Hibriede-argitektuur is 'n konsep wat die samesmelting van die tipologie? van stedelike park, landskap, infrastruktuur, openbare fasiliteit en gebou ondersoek met die doel om 'n nuwe tipologie te ontwikkel wat kontekstuele uitdagings kan aanspreek. Die gebou word 'n uitbreiding van die park en die park word 'n uitbreiding van die gebou. Die doelwit van die gebou as nuwe interaktiewe verbinding en die voorgestelde program en aktiwiteite, is om die stad se inwoners, gemeenskappe, die landskap en die rivier te herverbind.
Mini Dissertation (MArch (Prof))--University of Pretoria, 2016.
Architecture
MArch (Prof)
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Muslim, Mohanad Z. "A Sequence Stratigraphic Analysis of the Berea Sandstone in Athens County, Ohio." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1399291939.

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Stevens, Dennis Frederick. "Stress Redistribution in Berea Sandstone Samples Using Acoustic Emission Tomography in the Laboratory." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/32916.

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Velocity tomography is a noninvasive technique that can image the interior of a rock structure. To apply tomography to rock specimens, a propagation wave, which acts as a probe, is used. The propagation wave propagates from a source until it reaches a sensor on the surface of the rock specimen. Tomograms can then be generated from the velocity distribution within the rock structure. Areas of higher velocity are typically representative of higher stress concentrations, whereas areas of low velocity can be areas of fracturing. The variation of velocity tomography described in this thesis uses acoustic emissions as sources for the propagation wave. Acoustic emission sources provide advantages over mechanical sources, since the acoustic emission source is generated by the rock as a result of deformation and fracturing.

Velocity tomography of rock structures in the field has numerous applications and advantages. Velocity tomography can be used to monitor rock structures surrounding tunnels and underground openings such as mines. To monitor the rock structure, velocity tomography is used to determine areas of higher stress concentration that may be precursors to rock failure. However, velocity tomography must first be used in a laboratory environment to determine failure in rock samples before being applied to the field.

The research presented includes the unconfined compression strength testing of 19 Berea sandstone samples. These samples were loaded to failure and during the experiment the acoustic emission events within the samples were monitored using a commercial acquisition system manufactured by Engineering Seismology Group (ESG) Canada. Source location software, also produced by ESG, was used for the location of the acoustic emission events. Ray inversions were performed on the data from the experiments to generate tomograms. The tomograms generated display the p-wave velocity distribution imaged within the Berea sandstone samples with the ultimate goal of being able to predict rock failure.

Based on the experiments discussed in this thesis it can be inferred that velocity tomography is a useful tool for imaging the inside of the Berea sandstone samples. Precursors of rock failure could not be determined in this early stage of research. However, the tomograms do image the p-wave velocity distribution and do show a gradual progression of the p-wave velocity from the initial velocity model to higher velocities. Results of these 19 experiments do provide reasonable confidence in the method and warrant pursuit of further research to refine and improve this method of monitoring velocity tomography.
Master of Science

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Clayton, Russell Adrian. "Investigation of stabilized Berea Red soil with emphasis on tensile and cyclic triaxial tests." Master's thesis, University of Cape Town, 1989. http://hdl.handle.net/11427/8319.

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This dissertation investigates the soil mechanical properties of a sample of Berea Red soil and the most suitable methods of treatment to improve it. Special attention has been paid to lime stabilization and different curing techniques. Gradings, special indicators and California Bearing Ratios were determined on both natural and lime stabilized Berea Red soil. Consolidometer tests were performed on natural and lime or cement stabilized soil at various densities to establish the compressibility and collapse potential. A computer controlled Indirect Tensile Testing with data logging facilities was developed in apparatus order that some of the soil mechanical properties of Berea Red soil may be determined. Natural and stabilized Berea Red soil was tested in a monotonic and cyclic triaxial apparatus to determine the short and long stress strain characteristics.
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Dahle, Gunnar Sie. "Investigation of how Hydrophilic Silica Nanoparticles Affect Oil Recovery in Berea Sandstone : An Experimental Study." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for petroleumsteknologi og anvendt geofysikk, 2014. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-25845.

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Nanofluids, or nanoparticles dispersed in brine, has been launched as a promising enchaned oil recovery technique (EOR). Several coreflooding experiments were performed to investigate the effect of hydrophilic silica nanoparticles on enhanced oil recovery. In addition, contact angle and interfacial tension were measured in order to help explain the underlying mechanisms of the increased recovery seen from using the particles. Fumed silica particles proved to be better suited for oil recovery purposes compared to colloidal silica particles. In addition, the oil recovery increased with increasing particles size of both the fumed and the colloidal particles. Lastly, silica nanoparticles proved to be more effective at mobilizing oil in medium permeability cores compared to high permeability cores. Microscopic diversion due to log-jamming was suggested as the main recovery mechanism, with only minor contributions from interfacial tension reduction and wettability alteration.
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Books on the topic "Berea"

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Carlberg, Howard. Berea. Charleston, SC: Arcadia Pub., 2009.

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Carlberg, Howard. Berea. Charleston, SC: Arcadia Pub., 2009.

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Mote, Patricia M. Berea. Charleston, South Carolina: Arcadia Publishing, 2015.

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Legendary locals of Berea, Ohio. Charleston, S.C: Arcadia Pub., 2012.

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Berea College: An illustrated history. Lexington, Ky: The University Press of Kentucky, 2006.

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Bloem, Jeanett. A review of the Berea Rural Sanitation Programme. Maseru: [s.n., 1997.

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(Lesotho), MS, and Berea Agriculture Group, eds. Report on the evaluation of the Berea Agriculture Group, (BAG). Maseru: [s.n., 2002.

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Sears, Richard D. A utopian experiment in Kentucky: Integration and social equality at Berea, 1866-1904. Westport, Conn: Greenwood Press, 1996.

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Archivo Canuto Berea (La Coruña, Spain) and La Coruña (Spain : Province). Diputación Provincial. Biblioteca., eds. Catálogo de partituras del Archivo Canuto Berea en la Biblioteca de la Diputación de A Coruña. A Coruña: Diputación Provincial de A Coruña, 1998.

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Pérez Fernández, Julián Jesús, editor of compilation, ed. Andrés Gaos Berea: Un achegamento á súa figura e a súa música (1874-1959). Coruña: Universidade da Coruña, 2012.

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Book chapters on the topic "Berea"

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Matshedisho, Rajohane. "Homelessness in Berea Park, Hillbrow." In Diversities Old and New, 144–55. London: Palgrave Macmillan UK, 2015. http://dx.doi.org/10.1057/9781137495488_9.

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Bernabe, Yves, and W. F. Brace. "Deformation and fracture of Berea sandstone." In The Brittle‐Ductile Transition in Rocks, 91–101. Washington, D. C.: American Geophysical Union, 1990. http://dx.doi.org/10.1029/gm056p0091.

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Sagir, Muhammad, Isa M. Tan, Muhammad Mushtaq, and Seyda Hosna Talebian. "Static Adsorption of New CO2 Philic Surfactant onto Berea Sandstone." In ICIPEG 2014, 129–35. Singapore: Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-287-368-2_12.

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Haimson, Bezalel C. "Borehole Breakouts in Berea Sandstone Reveal a New Fracture Mechanism." In Thermo-Hydro-Mechanical Coupling in Fractured Rock, 813–31. Basel: Birkhäuser Basel, 2003. http://dx.doi.org/10.1007/978-3-0348-8083-1_2.

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Meglen, Jenna, and Charlotte Gill. "“Harmony in the Hills”: Peaks and Valleys in the Berea, KY, Rural BCJI Program." In Innovations in Community-Based Crime Prevention, 163–93. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-43635-3_8.

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Bőgel, György, Vincent Edwards, Marian Wax, Tibor Benkő, János Hárskuti, Ildikó Király, Tibor Kovács, et al. "BERVA." In Hungary since Communism, 78–88. London: Palgrave Macmillan UK, 1997. http://dx.doi.org/10.1007/978-1-349-14201-9_6.

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Willhite, G. Paul, and J. T. Uhl. "Correlation of the Flow of Flocon 4800 Biopolymer with Polymer Concentration and Rock Properties in Berea Sandstone." In Water-Soluble Polymers for Petroleum Recovery, 101–19. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-1985-7_5.

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Gharibreza, Mohammadreza, and Muhammad Aqeel Ashraf. "Bera Lake." In Applied Limnology, 7–61. Tokyo: Springer Japan, 2014. http://dx.doi.org/10.1007/978-4-431-54980-2_2.

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Jarque, Carlos M. "Jarque-Bera Test." In International Encyclopedia of Statistical Science, 701–2. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-04898-2_319.

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O’Sullivan, Adrian. "FRANZ, DORA, and BERTA." In Nazi Secret Warfare in Occupied Persia (Iran), 167–81. London: Palgrave Macmillan UK, 2014. http://dx.doi.org/10.1057/9781137427915_13.

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Conference papers on the topic "Berea"

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Zacny, Kris A., and George A. Cooper. "Evaluation of a New Thermally Stable Polycrystalline Diamond Material in Soft and Hard Formations." In ASME 2002 Engineering Technology Conference on Energy. ASMEDC, 2002. http://dx.doi.org/10.1115/etce2002/drill-29033.

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Comparative wear tests were carried out on a new Thermally Stable Polycrystalline Diamond (TSP) composite and Tungsten Carbide (6% Co) (WC) cutters, by machining rock cylinders in an instrumented lathe. Cutting tests were performed on Berea Sandstone and Sierra Granite rocks. It was observed that the new TSP material removes 1.4 times more Berea Sandstone rock than WC and 13 times more Sierra Granite than WC. In addition its volumetric wear is 25 times less in Berea Sandstone and 10 times less in Sierra Granite than WC. WC was also found to have much higher coefficient of friction, which can limit its use in abrasion resistant applications.
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Poesio, Pietro, and Gijs Ooms. "Acoustic Removal of Colloidal Particles From Berea Sandstone." In SPE International Symposium and Exhibition on Formation Damage Control. Society of Petroleum Engineers, 2004. http://dx.doi.org/10.2118/86490-ms.

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Oak, M. J. "Three-Phase Relative Permeability of Water-Wet Berea." In SPE/DOE Enhanced Oil Recovery Symposium. Society of Petroleum Engineers, 1990. http://dx.doi.org/10.2118/20183-ms.

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Bonner, Brian P., Peter B. Nagy, Qiang Xue, Laszlo Adler, and James Berryman. "Biot's slow wave in Massillon and Berea Sandstones." In SEG Technical Program Expanded Abstracts 1990. Society of Exploration Geophysicists, 1990. http://dx.doi.org/10.1190/1.1890343.

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Ishutov, Serg, and Franciszek Hasiuk. "3-D PRINTING POROSITY MODELS OF BEREA SANDSTONE." In GSA Annual Meeting in Denver, Colorado, USA - 2016. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016am-281908.

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Oak, M. J. "Three-Phase Relative Permeability of Intermediate-Wet Berea Sandstone." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 1991. http://dx.doi.org/10.2118/22599-ms.

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Sinha, Bikash K., Thomas J. Plona, Kenneth W. Winkler, and Ralph M. D'Angelo. "Stress‐induced dipole anisotropy in a dry Berea sandstone." In SEG Technical Program Expanded Abstracts 1995. Society of Exploration Geophysicists, 1995. http://dx.doi.org/10.1190/1.1887490.

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Rodrigues, Patricia, and Pedro Romero. "Estimation of Fluid Properties Using NMR Correlations in Berea Rocks." In SPE Latin American and Caribbean Petroleum Engineering Conference. Society of Petroleum Engineers, 2001. http://dx.doi.org/10.2118/69608-ms.

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Kia, S. F., H. S. Fogler, and M. G. Reed. "Effect of Salt Composition on Clay Release in Berea Sandstones." In SPE International Symposium on Oilfield Chemistry. Society of Petroleum Engineers, 1987. http://dx.doi.org/10.2118/16254-ms.

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Ravazzoli, C., and J. Santos. "Compressibility Analysis of Berea Sandstone Versus Saturation and Effective Pressure." In 62nd EAGE Conference & Exhibition. European Association of Geoscientists & Engineers, 2000. http://dx.doi.org/10.3997/2214-4609-pdb.28.d36.

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Reports on the topic "Berea"

1

Maloney, D., and A. Brinkmeyer. Three-phase permeabilities and other characteristics of 260-mD fired Berea. Office of Scientific and Technical Information (OSTI), April 1992. http://dx.doi.org/10.2172/5469680.

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Ettinger, R., and C. Radke. The influence of texture on steady foam flow in Berea sandstone. Office of Scientific and Technical Information (OSTI), October 1989. http://dx.doi.org/10.2172/5586609.

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Maloney, D., and A. Brinkmeyer. Three-phase permeabilities and other characteristics of 260-mD fired Berea. Office of Scientific and Technical Information (OSTI), April 1992. http://dx.doi.org/10.2172/10141192.

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Hiltl, M., C. R. Hagelberg, R. P. Swift, and W. J. Nellis. Microstructural Imaging of Shock-Recovered Berea Sandstone and Quartz Sand Using Scanning Electron Microscopy. Office of Scientific and Technical Information (OSTI), February 2000. http://dx.doi.org/10.2172/792614.

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Schlueter, E. M., L. R. Myer, N. G. W. Cook, and P. A. Witherspoon. Formation factor and the microscopic distribution of wetting phase in pore space of Berea sandstone. Office of Scientific and Technical Information (OSTI), November 1992. http://dx.doi.org/10.2172/10161318.

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Verba, Circe, and Aubrey Harris. Characterization of the Oriskany and Berea Sandstones: Evaluating Biogeochemical Reactions of Potential Sandstone–Hydraulic Fracturing Fluid Interaction. Office of Scientific and Technical Information (OSTI), July 2016. http://dx.doi.org/10.2172/1340996.

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Schlueter, E. M., N. G. W. Cook, P. A. Witherspoon, and L. R. Myer. Relative permeability and the microscopic distribution of wetting and nonwetting phases in the pore space of Berea sandstone. Office of Scientific and Technical Information (OSTI), April 1994. http://dx.doi.org/10.2172/10146781.

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Hudson, Joel B. Beret Wear Policy. Fort Belvoir, VA: Defense Technical Information Center, June 2001. http://dx.doi.org/10.21236/ada402249.

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Roberts, Paige, Ahmed-Yasin Osman Moge, and Kaija Hurlburt. PROJECT BADWEYN: SOMALI COASTAL DEVELOPMENT OPPORTUNITIES. One Earth Future, August 2018. http://dx.doi.org/10.18289/oef.2018.032.

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Abstract:
Interest in the Somali fishing sector is growing. Development agencies, donors, and investors see the potential for fisheries in Somali waters to provide income, food security, and stability in coastal communities. But reliable and up-to-date information about the state of Somali fisheries is difficult to find, complicating business decisions. Where should development be focused? What kind of investment will provide the most benefit and long-term return for coastal communities? What fisheries sector opportunities are the most sustainable, and which might be a threat to the health of Somali fisheries? Somali Coastal Development Opportunities answers these questions through targeted and original analysis of fisheries data coupled with information on current development projects throughout the Somali region. This report highlights six coastal fishing villages – Bereda, Hordio, Bander Beyla, Maydh, Hawaay, and Merca – to investigate the development needs and opportunities in each. Opportunities in the fisheries sectors are analyzed in light of sustainability and feasibility to provide recommendations that will guide investment and development in the Somali fisheries sector.
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Health hazard evaluation report: HETA-87-419-2010, Dresser Industries, Berea, Kentucky. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control, National Institute for Occupational Safety and Health, February 1990. http://dx.doi.org/10.26616/nioshheta874192010.

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