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Добірка наукової літератури з теми "RE-ASSESSMENT"

Автор: Grafiati
Опубліковано: 11 вересня 2023

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Статті в журналах з теми "RE-ASSESSMENT"

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Brenchley, M. L. "Re: Risk assessment." British Journal of Orthodontics 25, no. 1 (February 1998): 67. http://dx.doi.org/10.1093/ortho/25.1.67b.

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2

De Souza-Daw, Tony, Antony Di Serio, Ahmed Falah, Kiran Fahd, and Sazia Parvin. "Assessment Re-Think." International Journal of Asian Education 3, no. 4 (December 12, 2022): 211–24. http://dx.doi.org/10.46966/ijae.v3i4.299.

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Assessments are the fundamental media between students and educators. This paper aims to evaluate how to create assessments, how students learn from them, and how to link them to the industry and entrepreneurism. The implementation plan postulates how students can generate income from income-generation assessments or business innovation assessments. In this paper, we discuss the involvement of modern industry in assessment. We examine evidence from approximately 100 assessments detailed in 32 subject outlines. We employ a descriptive, pragmatic research methodology to consider whether they can be aligned more with industry expectations and expected duties. We propose a framework to connect with industry and create student income-generating projects. This proposed income-generating assessments framework recommended industry-based assessments with which students can not only earn marks towards a subject but potentially earn an income based on it. This paper extends the idea of peer learning to expert or industry learning: an approach that did not employ in higher education. Our approach supports educators in keeping the assessment up-to-date, enabling students to add more value to their learning of industry products and procedures. Students can directly contribute to the product and procedures and learn from the strategies actively employed in the workplace.
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3

Graham, Daniel W. "Anaximander: A Re-Assessment." Ancient Philosophy 37, no. 2 (2017): 439–42. http://dx.doi.org/10.5840/ancientphil201737232.

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4

Spencer, C. P., and M. I. Whitehead. "Endometrial assessment re-visited." BJOG: An International Journal of Obstetrics and Gynaecology 106, no. 7 (July 1999): 623–32. http://dx.doi.org/10.1111/j.1471-0528.1999.tb08358.x.

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5

Filla, Sandra, and Colleen Miller. "Skin Assessment Re-Education." Journal of PeriAnesthesia Nursing 27, no. 3 (June 2012): e28-e29. http://dx.doi.org/10.1016/j.jopan.2012.04.112.

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6

Ormerod, James. "Re-assessment after P2000 demeaning." Nursing Standard 10, no. 46 (August 7, 1996): 10. http://dx.doi.org/10.7748/ns.10.46.10.s22.

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7

Jung, S. "Mark Akenside: A Re-Assessment." Notes and Queries 49, no. 4 (December 1, 2002): 533–34. http://dx.doi.org/10.1093/nq/49.4.533.

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Jung, Sandro. "Mark Akenside: A Re‐Assessment." Notes and Queries 49, no. 4 (December 1, 2002): 533–34. http://dx.doi.org/10.1093/nq/490533.

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9

Kameen, Paul, and Brian Huot. "(Re)Articulating Assessment: Writing Assessment for Teaching and Learning." College Composition and Communication 55, no. 3 (February 2004): 578. http://dx.doi.org/10.2307/4140701.

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10

Hyytinen, Ari, and Tuomas Takalo. "Enhancing Bank Transparency: A Re-assessment." Review of Finance 6, no. 3 (December 1, 2002): 429–45. http://dx.doi.org/10.1023/a:1022037025942.

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Дисертації з теми "RE-ASSESSMENT"

1

Joby, Christopher Richard. "Calvinism and the arts : a re-assessment." Thesis, Durham University, 2005. http://etheses.dur.ac.uk/2873/.

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Although many believe John Calvin had a negative attitude towards the arts, particularly visual art, my contention is that we find within his writings and the development of the Reformed tradition a more positive attitude, to the arts than has hitherto been recognized. In chapters one and two, I look in detail at Calvin's own writings. I begin by examining exactly what type of visual art he rejected and what type he affirmed. I then look at how his eschatology and epistemology, particularly his use of the metaphor of mirror, allow us to argue for the placing of certain types of art within Reformed churches, notably history and landscape paintings. In chapters three and four, I consider music and architecture within Calvin's writings and the Reformed tradition. I suggest that the respective ontologies of metrical psalms and Reformed church-buildings both share something with those of history and landscape paintings and that it is inconsistent to allow for the former, but reject the latter. In the last three chapters, I focus on visual art. I examine the development of decoration and forms of visual art such as stained-glass windows in selected Reformed churches and suggest that it naturally follows that history and landscape paintings should be allowed for in such churches. I look at examples of these from seventeenth- century Netherlands, when Calvinism was the pre-dominant mode of religious expression, and argue that their form and content provide us with ontological and epistemological arguments which inevitably lead to the conclusion that their continued exclusion from Reformed churches is no longer tenable. In short, the use of appropriate works of art in Reformed churches is wholly consistent with the fundamental notions underpinning Calvin's theology and liturgical practices in the Reformed tradition, and their continued exclusion from most of these churches is an anomaly.
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2

Crooks, Shelagh Margaret. "Thinking in images : a philosophical re-assessment." Thesis, University of Edinburgh, 1985. http://hdl.handle.net/1842/18805.

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3

Pidgeon, Lynda. "The Wydeviles 1066-1503 : a re-assessment." Thesis, University of Southampton, 2011. https://eprints.soton.ac.uk/367325/.

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Who were the Wydeviles? The family arrived with the Conqueror in 1066. As followers in the Conqueror’s army the Wydeviles rose through service with the Mowbray family. If we accept the definition given by Crouch and Turner for a brief period of time the Wydeviles qualified as barons in the twelfth century. This position was not maintained. By the thirteenth century the family had split into two distinct branches. The senior line settled in Yorkshire while the junior branch settled in Northamptonshire. The junior branch of the family gradually rose to prominence in the county through service as escheator, sheriff and knight of the shire. These roles enabled them to meet and work with men who had influence at court. The Wydevile that gave the family their entrée into royal service was Richard (ii), appointed steward to King Edward III’s daughter Isabella and then as steward at the king’s castle of Moor End. His son John (iii) maintained a similar pattern of service within the county and managed to negotiate the difficult years of Richard II’s reign and the usurpation of Henry IV without diminishing the family standing within the county. It was his sons who were to work closely with the royal family. Thomas and Richard (iii) served the Lancastrian royal princes loyally. Richard (iii)’s position led to a knighthood for his son Richard, so that by 1426 the family were at the highest level of the gentry, just below the aristocracy. Accused of being an ignoble family their status is traced from 1066 to the early fifteenth century. In 1448 Sir Richard Wydevile brought the family into the ranks of the nobility through an advantageous marriage. His secret marriage to Jacquetta of Luxembourg, widow of the duke of Bedford made him a member of the royal family, albeit a minor member. This connection led to his creation as lord Rivers in 1448. Rivers continued the family tradition of loyal service to the crown. His service in France and in England enabled him to find suitable marriages for three of his children by 1460/61 into baronial families. Like his great-grandfather Richard (ii), he managed to negotiate a change in king, moving smoothly from service to the Lancastrians to service with the Yorkists under Edward IV. In 1464 his daughter Elizabeth secretly married King Edward IV. It was this second secret marriage that led to the assault on the Wydeviles’ reputation and questioned their status. The political instability of the period required scapegoats each time a king was overthrown. The propaganda this generated is traced to establish if there is any truth in the charges of greed and covetousness made against the Wydeviles.
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Roux, Abraham Pierre. "A re-assessment of wave run up formulae." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96562.

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Thesis (MEng)--Stellenbosch University, 2015.
ENGLISH ABSTRACT: Over the last few decades, wave run up prediction has gained the interest of numerous researchers and every newly-published paper has aimed to predict wave run up with greater accuracy. Wave run up is defined as the vertical elevation reached by a wave's, front water edge as it runs up a beach, measured relative to the still water line. Wave run up is dependent on the incidental wave height, the wave period, the beach slope and the wave steepness. The majority of publications incorporate all of these factors, but some do not, which has led to numerous debates. The goal of this study is to do a re-assessment of previously published wave run up formulae, to obtain a more informed understanding about wave run up and the available predictive empirical formulae. The study also seeks to evaluate the Mather, Stretch & Garland (2011) formula. The method for undertaking this objective comprised a physical model test series with 10 regular wave conditions on a constant slope, being 1/24, performed with an impermeable floor. Also, a beach study in the field was done on Long Beach, Noordhoek, where run up measurements were taken for 30 minute intervals, resulting in five test conditions. A numerical model was employed in conjunction with the beach study to determine the local offshore wave parameters transformed from a deep water wave rider. This information was used to correlate the run up measurements with known wave parameters. Firstly, the physical model assessment was performed to provide a proper foundation for run up understanding. Plotting empirical normalised run up values (R2/H0 ) versus the Iribarren number for different formulae, a grouping was achieved with upper and lower boundaries. The physical model results plotted on the lower end of this grouping, resulted in prediction differences of more than 10%. These differences may have been caused by the unevenness of the physical model slope or the fact that only one slope had been tested. Despite this, the results fell within a band of wave run up formulae located on the lower end of this grouping. An assessment of the beach measurements in the field gave a better correlation than the physical model results when compared to normalised predicted wave run up formulae. These measurements also plotted on the lower end of the grouping, resulting in prediction differences of less than 10% for some empirical formulae. When comparing these empirical predictions to one another, the results demonstrate that the formulae comparing best with the beach measurements were Holman (1986) and Stockdon, Holman, Howd, & Sallenger Jr. (2006). Extreme over predictions were found by Mase & Iwagaki (1984), Hedges & Mase (2004) and Douglass (1992). Nielsen & Hanslow (1991) only compared best with the beach measurements and De la Pena, Sanchez Gonzalez, Diaz-Sanchez, & Martin Huescar (2012) only compared best to the physical model results. This study supports the formula proposed by Mather, Stretch, & Garland (2011). Applying their formula to the measured results presented a C constant of 3.3 for the physical model and 8.6 for the beach results. Both values are within the range prescribed by the authors. Further reasearch minimized the array of possible „C‟ values by correlating this coefficient to Iribarren numbers. „C‟ values between 3.0~5.0 is prescribed for low Iribarren conditions (0.25-0.4) and values between 7.0~10 for higher Iribarren conditions are 0.75-0.8. However, this formula is still open for operator erros whereby the „C‟ value has a big influence in the final result. The best formulae to use, from results within this thesis, is proposed by Holman (1986) and Stockdon et.al (2006). These formulae are not open to operator erros and uses the significant wave height, deep water wave length and the beach face slope to calculate the wave run up.
AFRIKAANSE OPSOMMING: Gedurende die afgelope paar dekades, het golf-oploop voorspellings die aandag van talle navorsers gelok en elke nuwe geskrewe voorlegging het gepoog om meer akkurate golf-oploop voorspellings te verwesenlik. golf-oploop kan definieer word as die vertikale elevasie bereik deur 'n golf se voorwaterkant soos dit op die strand uitrol, gemeet relatief vanaf die stilwaterlyn. golf-oploop is afhanklik van die invals-golfhoogte, die golfperiode, die strandhelling en die golfsteilheid. Die oorgrote mederheid publikasies uit die literaturr inkorporeer al hierdie faktore, maar sommige nie, wat groot debatvoering tot gevolg het. Die doel met hierdie studie is om vorige gepubliseerde golf- oploop formules te re-evalueer, om 'n meer ingeligte begrip van golf- oploop en beskikbare voorspellende formules te verkry. Die studie poog terselfdertyd ook om golf-opvolg tendense, uniek aan Suid Afrikaanse strande te evalueer deur die huidige formule wat tans hier gebruik word, te assesseer. Om hierdie doelwit te bereik, is gebruik gemaak van 'n fisiese model toets reeks bestaande uit 10 reëlmatige golfstoestande op 'n konstante ondeurlaatbaare strandhelling van 1/24. 'n Veldstudie was ook uitgevoer op Langstrand, Noordhoek, waar golf-oploopmetings met 30 minute tussenposes uitgevoer is, vir vyf toets-toestande. Tesame met die veldstudie, is 'n numeriese model aangewend om die gemete diepsee data nader ann die strand wat bestudeer is te transformeer. Hierdie inligting is benodig om 'n verband tussen tussen oploop-metings en bekende golf parameters te bepaal. Eerstens is die fisiese model assessering uitgevoer om 'n behoorlike basis vir die begrip van golfoploop in die veld te verkry. Deur die emperiese, genormaliseerde oploop waardes (R₂/H₀) vir verkeie formules teenoor die Iribarren getal te plot, is 'n groepering met hoër en laer grense gevind. Daar is gevind dat die fisiese modelwaardes op die laer grens plot, en het verskille met die emperiese waardes van meer as 10% getoon. Hierdie verskille is moontlik veroorsaak as gevolg van 'n oneweredige fisiese model strandhelling of deur die feit dat slegs een helling getoets is. Ten spyte hiervan, het die model oploop waardes binne die bestek van golf- oploop formules geval. Assessering van die veldmetings het 'n beter korrelasie as die fisiese modelresultate getoon, tydens vergelykings met genormaliseerde golf-oploop formules van die emperiese formules. Die oploop waardes van hierdie metings het ook geplot aan die laer grens van die groepering, met verskille van minder as 10% vir die meeste gevalle van die emperiese formules. Wanneer hierdie emperiese voorspellings vergelyk word, is gevind dat die formules wat die beste ooreenstem met die fisiese model, die van Holman (1986) en Stockdon, Howd, & Sallenger Jr. (2006) is. Die emperiese formules van Mase & Iwagake (1984), Hedges & Mase (2004) en Douglas (1992) het die golf-oploop oorvoorspel. Nielsen & Hanslow (1991) het slegs die beste met die strandmetings vergelyk, terwyl De la Pena, Sanchez Gonzalez, Diaz-Sanchez & Martin Huescar (2012) slegs die beste vergelyk het met die fisiese-model resultaat. Hierdie studie ondersteun die formule voorgestel deur Mather, Stretch, & Garland (2011). Deur hul formules op die gemete bevindings toe te pas, is 'n C konstante van 3.3 vir die fisiese model resultate, en 8.0 vir die stranduitlslae bepaal. Beide waardes lê binne die grense wat deur die outeurs voorgestel is. Verdere navorsing het getoon dat moontlike waardes vir die „C‟ konstante tussen 3.0 en 5.0 moet wees vir Iribarren waardes van tussen 0.25 en 0.4. Vir hoër Iribarren waardes, 0.75-0.8, moet die „C‟ kosntante tussen 7.0 en 10 wees; dog is die formule steeds oop vir operateur foute. Die hoofbevindinge van die tesis is gevind dat die beste golf-oploop formules, om tans te gebruik, die van Holman (1986) en Stockdon et.al (2006) is. Hierdie formules kan glad nie beinvloed word deur operateurs foute nie en maak gebruik van die invals golfhoogte, die golfperiode en die strandhelling om die golf-oploop te bepaal.
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5

Armitage, Rita. "Re-reading assessment, or, Practice does not make perfect." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0017/MQ56797.pdf.

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6

Hubbard, Wendy. "Biomechanical assessment of elderly amputees after gait re-education." Thesis, Federation University Australia, 1992. http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/157186.

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Length of stay in hospital post-amputation for elderly amputees gait trained using the whole method of re-education at the Queen Elizabeth Geriatric Centre is shorted than is usual in other parts of Australia. There was a need to investigate the gait quality and functional ability of these amputees to asses the adequacy of their post-rebhabilation gait, and to establish a benchmark against which to measure alternative treatment outcomes.
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7

Cupido, Christopher Nelson. "A re-assessment of the species boundaries in Merciera A.DC." Master's thesis, University of Cape Town, 2000. http://hdl.handle.net/11427/6245.

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Bibliography: leaves 41-47.
Patterns of morphological variation were investigated in the genus Merciera A.DC. to re-assess the species boundaries. This study differs from previous studies in the genus because it employs multivariate statistical methods. Vegetative and floral characters obtained from herbarium specimens were analyzed. The results of the cluster analysis and principal coordinate analysis support the recognition of six species, M. /ept%ba, M. brevifolia, M. tenuifolia, M. eck/oniana, M. azurea, and M. tetra/oba. M. azurea is re-instated as a species and a new species M. tetra/oba is described. An infra-generic phylogeny for the genus is proposed for the first time. A key to the species, descriptions, and distribution of all the species are also provided.
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8

Quan, Lu Lin. "An investigation on 3D shape similarity assessment for design re-usage." Thesis, University of Macau, 2009. http://umaclib3.umac.mo/record=b2144075.

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9

Caballero, Rosario. "Re-viewing space figurative language in architects' assessment of built space." Berlin New York Mouton de Gruyter, 2006. http://deposit.ddb.de/cgi-bin/dokserv?id=2681666&prov=M&dok_var=1&dok_ext=htm.

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10

Beaken, R. W. F. "Cosmo Gordon Lang, Archbishop of Canterbury, 1928-1942 : a re-assessment." Thesis, University of London, 2009. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.539463.

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Книги з теми "RE-ASSESSMENT"

1

Anaximander: A re-assessment. New York: Bloomsbury Academic, 2016.

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2

Glassborow, Anthony M. C. Sandwich course education: A re-assessment. [Sheffield]: ASET, 1989.

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3

Service, Bedfordshire Education. Attainment and assessment in RE: Draft guidelines. Bedford: Bedfordshire County Council, 1991.

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4

Authority, California Youth, ed. Assessment of planned re-entry program (PREP). [Sacramento?]: State of California, Dept. of the Youth Authority, Program Research and Review Division, 1985.

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5

Great Britain. Parliament. House of Commons. Science and Technology Committee. Research Assessment Exercise: A re-assessment : eleventh report of session 2003-04. London: Stationery Office, 2004.

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6

Bearman, Margaret, Phillip Dawson, Rola Ajjawi, Joanna Tai, and David Boud, eds. Re-imagining University Assessment in a Digital World. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-41956-1.

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7

Huot, Brian A. (Re)articulating writing assessment for teaching and learning. Logan: Utah State University Press, 2002.

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(Re)articulating writing assessment for teaching and learning. Logan: Utah State University Press, 2002.

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9

Gerrard, Bill. The contributions of Chamberlin and Mason: A re-assessment. Leeds: University of Leeds, 1988.

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10

Humphrey Jennings and British documentary film movement: A re-assessment. Burlington, Vt: Ashgate, 2011.

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Частини книг з теми "RE-ASSESSMENT"

1

Holt, James D. "Assessment and RE." In Religious Education in the Secondary School, 87–132. 2nd ed. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003211617-6.

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Steel, Alex. "Re-Thinking Assessment in Law." In Legal Education as a Subversive Activity, 78–99. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003175216-7.

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Aldana-Iuit, Javier, Ondřej Chum, and Jiři Matas. "Relevance Assessment for Visual Video Re-ranking." In Lecture Notes in Computer Science, 421–30. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-11758-4_46.

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Werner, Valentin, Elena Seoane, and Cristina Suárez-Gómez. "0. Introduction: The present perfect – a re-assessment." In Re-assessing the Present Perfect, edited by Valentin Werner, Elena Seoane, and Cristina Suárez-Gómez, 1–20. Berlin, Boston: De Gruyter, 2016. http://dx.doi.org/10.1515/9783110443530-003.

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Datesman, Susan K., and Frank R. Scarpitti. "Female Delinquency and Broken Homes: A Re-assessment." In Contemporary Masters in Criminology, 231–49. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4757-9829-6_14.

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6

Prengel, Annedore, Susanne Riegler, and Evelyne Wannack. "“Formative Assessment” als Re-Impuls für pädagogischdidaktisches Handeln." In Europäisierung der Bildung, 253–57. Wiesbaden: VS Verlag für Sozialwissenschaften, 2009. http://dx.doi.org/10.1007/978-3-531-91721-4_38.

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Rees, A. M. "Re-assessment of the welfare state 1950-70." In T. H. Marshall's Social Policy, 93–106. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003373995-10.

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Becker, Sandra, and Jennifer Lock. "Re-imagining Assessment: Assessing Design Thinking Within Makerspaces." In Teacher as Designer, 119–32. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9789-3_9.

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9

Lawn, Martin, and Jenny Ozga. "The Educational Worker? A Re-assessment of Teachers." In Routledge Library Editions: Education Mini-Set N Teachers & Teacher Education Research 13 vols, Vol218:42—Vol218:61. London: Routledge, 2021. http://dx.doi.org/10.4324/9780203125526-5.

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10

Tannenbaum, Lawrence V. "Re-Assess Eisenia Fetida in Toxicity Testing and Site-Assessment Work." In Ecological Risk Assessment, 115–18. Boca Raton : Taylor & Francis, 2017.: CRC Press, 2017. http://dx.doi.org/10.1201/9781351261289-19.

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Тези доповідей конференцій з теми "RE-ASSESSMENT"

1

Boucher, Tricia, and Jessica McClean. "Shopping for Sustainability: Re-Envisioning the Secret Shopper Assessment." In Library Assessment Conference—Building Effective, Sustainable, Practical Assessment. Association of Research Libraries, 2019. http://dx.doi.org/10.29242/lac.2018.69.

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2

Ochi, Jalel, Dominique Dexheimer, and Vincent Corpel. "Produced Water Re-Injection Design and Uncertainties Assessment." In SPE European Formation Damage Conference & Exhibition. Society of Petroleum Engineers, 2013. http://dx.doi.org/10.2118/165138-ms.

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3

Chowdhury, A. A., and D. O. Koval. "Risk assessment approach for re-regulated distribution systems." In 2007 iREP Symposium - Bulk Power System Dynamics and Control - VII. Revitalizing Operational Reliability. IEEE, 2007. http://dx.doi.org/10.1109/irep.2007.4410528.

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4

Efthymiou, Mike, and Jan Willem van de Graaf. "Reliability and (Re)Assessment of Fixed Steel Structures." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50253.

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This paper reviews the structural integrity and reliability of fixed steel offshore structures with a focus on improved models and incorporation of these models in design standards. Technical achievements in four key areas are reviewed which, when combined, resulted in a step improvement in the calculation of structural reliability. The first area is the extreme environmental loading on an offshore platform; the second area is the joint occurrence of waves, winds and currents, i.e. accounting for the fact that these do not, in general, peak at the same time and do not act in the same direction. The third area is the estimation of the ultimate strength of a fixed steel platform, accounting for component strength, including the buckling and post-buckling behaviour and the uncertainty in system strength. The fourth and final area is the integration of the above models to estimate the probability of failure. The historical performance of platforms and the improvements in successive editions of API RP 2A are reviewed; reliability targets appropriate for different exposure levels and corresponding performance standards are developed, aimed at harmonizing design practices worldwide. A differentiation is recommended between permanently manned L-1 installations and manned-evacuated L-1 installations in the Gulf of Mexico; this is because the consequences of failure are considerably different.
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5

Ratner, Sara. "RE-IMAGINING ASSESSMENT IN A POST PANDEMIC WORLD." In 17th International Technology, Education and Development Conference. IATED, 2023. http://dx.doi.org/10.21125/inted.2023.2145.

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6

Fortino, Giancarlo, Claudia Greco, Antonella Guzzo, and Michele Ianni. "Enabling Faster Security Assessment of Re-hosted Firmware." In 2022 IEEE Intl Conf on Dependable, Autonomic and Secure Computing, Intl Conf on Pervasive Intelligence and Computing, Intl Conf on Cloud and Big Data Computing, Intl Conf on Cyber Science and Technology Congress (DASC/PiCom/CBDCom/CyberSciTech). IEEE, 2022. http://dx.doi.org/10.1109/dasc/picom/cbdcom/cy55231.2022.9927780.

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7

Kermani, M. R. Soleymani, and M. Safarzadeh. "Petrographic assessment of re-textured road surface aggregates." In URBAN TRANSPORT 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/ut100261.

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8

Leader, Elliot. "Re-assessment of the nucleon Boer-Mulders function." In XXVII International Workshop on Deep-Inelastic Scattering and Related Subjects. Trieste, Italy: Sissa Medialab, 2019. http://dx.doi.org/10.22323/1.352.0182.

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9

Samy, Ayman. "Cutting Re-injection CRI Uncertainty and Risk Assessment." In Abu Dhabi International Petroleum Exhibition & Conference. SPE, 2021. http://dx.doi.org/10.2118/208093-ms.

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Abstract It is the responsibility of oil and gas operators to recycle or dispose of drilling cuttings in a safe and environmentally friendly manner. Environmental regulations are very strict in establishing that green operations and cutting re-injection be as clean and friendly to environment as possible despite the associated challenges and cost. It is the preferred technique by the majority of international companies. Cutting re-Injection operations include grinding down the drilling cutting to small particle sizes and mixing them with a water-based fluid (mud, water, gel) to form a slurry. The slurry is then pumped under high pressure into a disposal formation where fractures can be initiated and propagated. Existing wells can be used as appropriate by targeting watered-out formations far from hydrocarbon- bearing zones; sometimes operators drill new wells purely for cutting reinjection purposes. The main sources of uncertainty include reservoir heterogeneity, permeability, pore throat size and fluid leakoff rates into the formation. The optimum scenario is to pump the cutting re-injection slurry into a very high permeability formation where screening out, plugging or well packing is unlikely, assuming solids are suspended and are completely lost into the formation. This scenario can only be feasible if the formation pore throat size is much larger than the solid size. This paper presents how to conduct risk assessments for all possible scenarios considering all sources of uncertainties. The paper also shows that under some circumstances it is better to pump the cutting slurry into a very tight formation, such as shale (closed system), than a permeable formation with a high degree of uncertainty where screenout potential risk is most likely.
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10

Algeo, Thomas, and Jiangsi Liu. "A Re-assessment of Elemental Proxies for Paleoredox Analysis." In Goldschmidt2020. Geochemical Society, 2020. http://dx.doi.org/10.46427/gold2020.37.

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Звіти організацій з теми "RE-ASSESSMENT"

1

Harries-Jenkins, G. The Western European Military Establishment: A Re-Assessment. Fort Belvoir, VA: Defense Technical Information Center, June 1998. http://dx.doi.org/10.21236/ada347398.

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2

Ullrich, R., and K. Heidecker. Five-Year NRHP Re-Evaluation of Historic Buildings Assessment. Office of Scientific and Technical Information (OSTI), September 2011. http://dx.doi.org/10.2172/1035956.

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3

Lewis, R. D., Kelly L. Bishop, and Jason Kirkpatrick. Environmental Assessment, Demolish/Re-construct Pelican Pier and Seawall, MacDill AFB, Florida. Fort Belvoir, VA: Defense Technical Information Center, May 2003. http://dx.doi.org/10.21236/ada634243.

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4

Tonn, Bruce Edward, Erin M. Rose, and Mark P. Ternes. The ORNL Indoor Air Quality Study: Re-cap, Context, and Assessment on Radon. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1223675.

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5

Snyder, S. F., and S. T. Hwang. Pantex Plant Cell 12-44-1 tritium release: Re-assessment of environmental doses for 1990 to 1992. Office of Scientific and Technical Information (OSTI), March 1994. http://dx.doi.org/10.2172/10139733.

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6

Baird, Robin W., Sabre D. Mahaffy, Daniel J. McSweeney, Antoinette M. Gorgone, Gregory S. Schorr, Daniel L. Webster, M. B. Hanson, and Russel D. Andrews. Assessment of Re-sighting Rates of Previously Dart-Tagged False Killer Whales and Short-Finned Pilot Whales in Hawai'i: A Preliminary Report Taking into Account Re-sighting of Social Groups. Fort Belvoir, VA: Defense Technical Information Center, October 2011. http://dx.doi.org/10.21236/ada570937.

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7

Leis, Brian, Xian-Kui Zhu, and Tom McGaughy. PR-185-133739-R01 Quantifying Re-Rounding in Pipeline Damage Severity Models. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), April 2018. http://dx.doi.org/10.55274/r0011479.

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The objective of this work was to quantify re-rounding effects on mechanically damaged pipelines. This was done to determine if curvature suffices to identify where the effects of re-rounding are localized. It also was done to establish a framework that could be calibrated through subsequent analysis as an input to guidelines for damage severity assessment. Recognizing the expanding role of ILI and related in-the-ditch evaluation tools to help size and characterize damage, brief consideration was also given to ongoing work within the PRCI Nondestructive Evaluation (NDE) Program. This was done regarding the use of such technologies to assess metallurgical changes in the damaged zone and their integration into model development and sensitivity analysis. Key conclusions for the analysis completed for this project and its validation by comparison to full-scale data include: - Re-rounding can cause significant nonlinear effects in otherwise simple pressure cycling, due in part to localized strain hardening and localized kink formation when it occurs within dents and/or gouges; - Metal-loss due to gouging can be simply idealized without jeopardizing the utility of analysis of the effects of re-rounding, as shown by three validation cases benchmarked against full-scale test-ing; - Re-rounding showed a first-order dependence on pipe geometry and pressure; and - Curvature change appears adequate to quantify re-rounding, but is inadequate to quantify local damage severity in a Level 1 damage screening tool: this also requires consideration of membrane strain (stress) and wall thinning where it is evident. The dependence of re-rounding on pipe geometry and pressure should be broadly quantified, with analyses to trend the role of membrane stress included to build the basis for an ILI-based model to screen damage severity.
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Brigantic, Robert T., Anthony F. Papatyi, and Casey J. Perkins. Comprehensive Energy Assessment: EE and RE Project Optimization Modeling for United States Pacific Command (USPACOM) American Recovery and Reinvestment Act (ARRA) FEMP Technical Assistance. Office of Scientific and Technical Information (OSTI), September 2010. http://dx.doi.org/10.2172/1000152.

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Evelyn, Trevor. Evaluation of an Experimental Re-introduction of Sockeye Salmon into Skaha Lake; 3 of 3; Addendum to the Disease Risk Assessment Section of the 2002 Technical Report, 2003 Technical Report. Office of Scientific and Technical Information (OSTI), January 2004. http://dx.doi.org/10.2172/889661.

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10

King, Fraser. PR-377-063528-R01 Development of Guidelines for Identification SCC and Re-inspection Intervals. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), August 2010. http://dx.doi.org/10.55274/r0010631.

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This report describes the development of a series of guidelines for the identification of SCC sites and the estimation of re-inspection intervals. These SCC Guidelines are designed to complement and supplement existing SCC Direct Assessment protocols by drawing on information from past R and D studies. Guidelines are presented for the various mechanistic stages of both high-pH and near-neutral pH SCC, namely; susceptibility, initiation, early-stage crack growth and dormancy, and late-stage crack growth. The guidelines are designed to be broadly applicable, and include discussion of both high-pH and near-neutral pH SCC, gas and (hydrocarbon) liquid pipelines, existing and future pipelines, on local and regional scales in North America and internationally. The guidelines are designed to be of use to pipeline operators with prior experience of SCC and to those for whom this is a new or unknown integrity threat. The report also describes how these guidelines can be implemented by operating companies and provides a list of the analyses that need to be performed, the necessary input data, and how the resultant information can be used to identify SCC sites and estimate reinspection intervals. The main text is supported by four appendices where the interested reader can find much of the detailed background information.
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