Relevant bibliographies by topics / Mark.—I

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

Academic literature on the topic 'Mark.—I'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 February 2022

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Journal articles on the topic "Mark.—I"

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Kate Quealy-Gainer. "The Mark (review)." Bulletin of the Center for Children's Books 63, no. 8 (2010): 347. http://dx.doi.org/10.1353/bcc.0.1708.

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Gross, Claire. "Burn Mark (review)." Bulletin of the Center for Children's Books 65, no. 11 (2012): 578. http://dx.doi.org/10.1353/bcc.2012.0524.

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Andrea Greenbaum. "Mark Twain’s Jews (review)." Shofar: An Interdisciplinary Journal of Jewish Studies 26, no. 2 (2009): 151–54. http://dx.doi.org/10.1353/sho.0.0080.

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Friman, Oren, and Gabriel Nivasch. "Some i-Mark games." Theoretical Computer Science 885 (September 2021): 116–24. http://dx.doi.org/10.1016/j.tcs.2021.06.032.

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Laura Skandera-Trombley. "Mark Twain: God's Fool Redux." Biography 19, no. 4 (1996): 417–27. http://dx.doi.org/10.1353/bio.2010.0692.

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Coats, Karen. "Twerp by Mark Goldblatt (review)." Bulletin of the Center for Children's Books 66, no. 11 (2013): 507. http://dx.doi.org/10.1353/bcc.2013.0438.

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Vernon Burton. "Mark Twain’s Civil War (review)." Journal of Military History 72, no. 3 (2008): 955–57. http://dx.doi.org/10.1353/jmh.0.0057.

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Wonham, Henry B. "Mark Twain and Metaphor (review)." American Literary Realism 42, no. 2 (2010): 180–82. http://dx.doi.org/10.1353/alr.0.0048.

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Gerry H. Brookes. "Fictional Forms in William Hale White's Autobiography of Mark Rutherford and Mark Rutherford's Deliverance." Biography 9, no. 3 (1986): 247–68. http://dx.doi.org/10.1353/bio.2010.0587.

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Darling, Kristina Marie. "Torture Garden: Naked City Pastorelles, by Mark Scroggins, and: Red Arcadia, by Mark Scroggins (review)." Colorado Review 40, no. 1 (2013): 165–68. http://dx.doi.org/10.1353/col.2013.0001.

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Dissertations / Theses on the topic "Mark.—I"

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Kaddori, Bashar. "Kabelförläggning i mark." Thesis, Umeå universitet, Institutionen för tillämpad fysik och elektronik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-141950.

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Examensarbete utfördes hos konsultföretaget WSP Group- Stockholm med syftet att identifiera och hitta förläggningsmetoder som underlättar förläggning av kablar idag och i framtiden. Examensarbetet fokuserar bara på regionnät och lokalnät i storstäder men med inslag av stamnät. Detta examensarbete bygger på informationssamling från standarder EBR KJ41:15 kabelförläggning max 145 kV, SS-EN 424 14 37 och Stockholm stad tekniska handbok. Som komplettering till standarderna användes handböcker från olika företag samt gamla examensarbeten. Svar på frågeställningar är baserad på intervjuer med olika aktörer inom branschen så som nätägare, konsuler, och entreprenörer. Genom intervjuerna kom man fram till att rör används i första hand inte för att skydda kablar utan för att kunna passera genom en väg, rör leder till att värmeavledningsförmågan försämras vilket innebär att temperaturen på kabeln stiger och i värsta fall förkortar livslängden på kabeln. Att gå upp i ledararea för kablar är inte möjligt eftersom det är trångt i marken och det krävs mycket plats. Bentonitfyllning är ingen bra metod eftersom det inte finns data på vad som kan hända med bentoniten efter 5 år eller 20 år, och det är svårt att komma åt kablarna och reparera de eftersom bentoniten måste spolas ur. Om bentoniten stelnar kan det bli svårt att komma åt kabeln. Det visade sig att grävning är den enda metoden som används i storstäder eftersom andra metoder kan orsaka skador på befintliga ledningar som ligger i marken. De vanligaste kabelfelen är gräv skador på kablar, det är väldigt lätt att man kommer åt markkablarna vid schaktarbetet. För att kunna bygga ut nätet i framtiden kan man förlägga kablar med större ledningar för att täcka framtida behovet. I de områden där man vet att nätet inte behöver förstärkas kan man förlägga i rör för att underlätta underhållsarbetet i framtiden. Staden måste vara mer tydliga med sina planeringar och säga till att hålla sig till det. Staden måste också ansvara för sin mark och inte låta någon annan ta hand om nätet. Ledningsägarna måste bli bättre på att samförlägga och agera snabbt med att komma ut med detaljer på vart man vill samförlägga för att slippa schakta och störa markägaren flera gånger. Det kommer bli ännu trängre i marken i framtiden och det låter som att man kommer behöva bygga tunnlar. Tunnlar är en dyr infrastruktur och ifall flera aktörer väljer att samförlägga kan kostnaderna för tunnelbyggnation fördelas mellan olika aktörer. OPI kanalisation är också en annan typ av lösning och det är väldigt bra om flera aktörer också kan samförlägga. Idag är man ganska dålig på att samförlägga och det är något som man måste bli bättre på.
The thesis work was carried out at the consulting company WSP Group- Stockholm, with the purpose of identifying and finding installation methods that facilitate the placement of cables today and in the future. The thesis focuses only on regional and local grids but with elements of main grids in major cities. This degree project is based on information gathering from standards EBR KJ41: 15 cabling max 145 kV, SS-EN 424 14 37 and Stockholm City Technical Manual and the differences between them. As a supplement to the standards, different manuals were used by different companies and also past thesis work. Answers to main question and subquery are based on interviews with various actors in the industry such as grid owners, consultants, and entrepreneurs.  The interviews revealed that pipes are used primarily not to protect cables, but to pass through a road. Pipes Installation lead to deterioration of heat dissipation in cables, which means that the temperature of the cable rises and, in the worst case, shortens the life of cable. Walking up the cable wiring area is not possible because it is crowded in the ground and requires a lot of space. Bentonite filling is not a good method because there is no data on what can happen with the bentonite after 5 years or 20 years. It would be difficult to access the cables and repair them because the bentonite must be flushed out. If the bentonite is stiff, it can be difficult to access the cable. It turned out that excavation is the only method used in metropolitan areas because other methods can cause damage to existing wires lying in the ground. The most common cable damages are digging in cables, it is very easy to access the ground cables at the installation work. In order to expand the network in the future, cables with larger wires can be placed to cover future needs. In areas where you know that the network does not need to be strengthened, pipes can be placed to facilitate maintenance work in the future. The city needs to be clear about where the future constructions will be and develop a plan and stick to it. The city must also be responsible for its land and not let anyone else take care of the network. Management owners need to be better at co-ordinating and acting quickly to come up with details on where to co-ordinate to avoid bottleneck and disturbing landowners several times. It seems that tunnels will be a way to go in the future. Tunnels is an expensive infrastructure and if several actors choose to collaborate, the costs of tunnel construction can be divided between different actors. OPI channelization is also another type of solution and it is very good if several players can also collaborate

Godkänd

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Ahlberger, Christer. "Vävarfolket : hemindustri i Mark 1790-1850 /." Borås : Borås museum distribution, 1988. http://catalogue.bnf.fr/ark:/12148/cb376123466.

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Wahlgren, Maja, and Tara Taher. "Fuktrisker : Fukt i mark och grundkonstruktioner." Thesis, KTH, Byggteknik och design, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-191293.

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Ivansson, Patrik, Christian Werner, and Jonas Bengtsson. "Kraftkabelförläggning i mark : - en studie av produktionsmetoder." Thesis, Växjö University, School of Technology and Design, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-955.

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The assignment given to us by NCC was to compose a degree project based on ground excavations for power cables. The aim of the study was to examine suitable excavation methods depending on different possible terrain conditions. The amount of previously written material within this subject is nearly non- existent and therefore there is a genuine interest by the NCC to receive a compilation of different production methods. The greater part of this study is based upon interviews with several companies active within this area of expertise. The technique of placing the electricity grid beneath ground for safety is today getting more and more common. The aftermath of the hurricane “Gudrun” has forced several power companies to re-evaluate their electric supply network, which has lead to more placements of power cables underground.

We have come to the conclusion that there are several factors that would affect the method of choice for cable excavations. Costumer demands, obstacles and the difference in ground conditions are vital factors behind the verdict for suitable production methods.

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Strandin, Pers Annika. "Mark i marginalen : Drivkrafter, pionjärer och myrodlingslandskap." Doctoral thesis, Stockholms universitet, Kulturgeografiska institutionen, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-74932.

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This thesis investigates the reclamation of mires (fens and bogs) in Sweden with a focus on the early modern period. Today, the mires are valued natural habitats and their cultivation is controversial. International research describes wetland reclamation and the related knowledge transfer between European countries already from the 12th century. In Sweden, despite some early records of reclamation of mires in the 17th century, has earlier research focused on reclamation during the 19th and 20th centuries. The aim of the thesis is to study the landscape, actors and driving forces behind the early reclamation (before 1800). Understanding the early reclamation can provide a new perspective on current views on wetlands. It is also an interesting example of how the landscape is changed constantly by people with different goals through history. The subject is studied through a multimethod approach using sources such as historical maps, diaries, 17th- and 18th-century literature and place names. The main conclusions of the study are that reclamation of mires is seen already in 17th-century maps, with local wider distribution during the 18th century. The crown and scientists expressed a growing interest in reclamation of the mires from the early 18th century. Links to Europe, in particular Holland, can be seen within this discourse. In both literature and the experimentation that took place, the Swedish migrant group, the Dalecarlians, played a key role. They shared with the early Dutch groups the practical knowledge needed in major reclamation projects. Furthermore, this study shows that a number of actors assumed at various times the role of mobile innovation spreaders. Dutch farmers and experts, labour migrants, landlords and scientists all acted to spread knowledge of mire reclamation. Ample resources, networking and geographical mobility appear to have been prerequisites for all actors, from peasants to landlords, but they had different underlying motives for the practice.
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Ehrling, Sara, and Yejie Hans Ye. "Säkerhetsöverlåtelseborgenärens kreditsäkerhet i byggnad på annans mark." Thesis, Linköpings universitet, Institutionen för ekonomisk och industriell utveckling, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-71732.

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Institutet säkerhetsöverlåtelse är en pantform som bland annat används vid kreditgivning för byggnad på annans mark. Säkerhetsöverlåtelse är inte lagreglerat men  erkänt genom praxis. Högsta domstolen fastställde genom NJA 1952 s. 407 den huvudprincip att borgenären uppnår sakrättsligt skydd redan genom ingående av säkerhetsöverlåtelseavtalet. Rättsläget gällande säkerhetsöverlåtelseborgenärens utmätningsrätt är emellertid oklart. Inte minst vid säkerhetsöverlåtelsegäldenärens dubbelöverlåtelse visar det sig att säkerhetsöverlåtelseborgenärens möjligheter till utmätning är begränsade. Författarna visar i denna uppsats att begränsningen torde kunna lösas genom bland annat tvångsförsäljning tack vare säkerhetsöverlåtelseborgenärens sakrättsliga skydd till byggnad på annans mark. Uppsatsen behandlar kortfattat hur tolkningen av pantavtalet av byggnad på annans mark bör gå till vid säkerhetsöverlåtelseborgenärens konkurs. Det är författarnas åsikt att en teleologisk tolkning borde vara det mest optimala. Uppsatsen behandlar två problem som kan uppstå för säkerhetsöverlåtelseborgenären vid andra borgenärers utmätningsanspråk i byggnaden. Antingen har säkerhetsöverlåtelsen ingåtts före det att andra borgenärer begärt utmätning i byggnaden, eller så har den ingåtts efter. Rättsföljderna i det första fallet har genom NJA 954 A 5 besvarats såtillvida att en säkerhetsöverlåtelse inte utgör något hinder för att utmätning skall kunna ske. Säkerhetsöverlåtelseborgenären har dock genom sitt sakrättsliga skydd rätt att få full betalning för sin fordran före övriga borgenärer. I det andra fallet menar författarna att det sakrättsliga skyddet som fastställts genom 1952 års dom inte kan anses vara tillämpbart. Säkerhetsöverlåtelseborgenären får därmed finna sig i att vara  oprioriterad borgenär, trots säkerhetsöverlåtelseavtalet. Åtskilliga utredningar har lagts fram om instiftande av ett registersystem för panträtt i registrerad nyttjanderätt. Emellertid har ingen lagstiftning kommit till stånd främst på grund av ekonomiska skäl. Författarna visar att stora delar av de utredningar som gjorts främst varit inriktade på att ta hänsyn till kredittagarens ställning vid pantsättning av byggnad på annans mark. Detta beror troligtvis, enligt författarna, på att regeringen velat skydda den svagare parten. Det är författarnas uppfattning att de juridiska spörsmål som framläggs genom denna uppsats inte behandlats i utredningen om panträtt i registrerad nyttjanderätt.
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Emtlind, Johannes. "Galvaniska strömmar mellan olika material i mark." Thesis, Linnéuniversitetet, Institutionen för fysik och elektroteknik (IFE), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-38252.

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Strömmar ut från metall till elektrolyt orsakar korrosion vilket försvagar metallen och kan leda till sönderfall. Det finns sätt att skydda mot korrosion. Ett isolerande skikt kan läggas mellan metall och elektrolyt för att dämpa strömmen ut i elektrolyt. För att hindra att ström alls går ut i elektrolyt kan anod och katod sammankopplas metalliskt. Vissa ämnen som kallas inhibitorer kan hämma korrosionshastigheten när tillagda i rätt mängd. Kan också mota elektroner som vill ut med elektroner in. I uppsatsen undersöks läckströmmars beteende för olika marktyper, metaller och spänningar.
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Hellman, Sara, and Victoria Åhman. "Olovligt nyttjande av kommunal mark i bostadsområden." Thesis, Högskolan i Gävle, Samhällsbyggnad, GIS, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-24663.

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Användning av mark har stor betydelse för samhällsutvecklingen och kommuner har olika roller och ansvarsområden som hör ihop med detta, både som myndighet och som stora markägare. Inom tätorter och inte minst i bostadsområden är det i många fall kommunen som äger den mark som angränsar till bostadsfastigheter. Det förekommer att denna mark nyttjas av personer för eget bruk, då det sker i stor utsträckning antas det innebära konsekvenser för såväl allmänhet, bostadsinnehavare och kommuner. Syftet med denna studie var därför att öka kunskapen om olovligt nyttjande av kommunal mark. Detta gjordes dels genom att belysa vilka olika typer av överträdelser som förekommer när det gäller olovligt nyttjande av kommunal mark utanför bostadsfastigheter, men också genom att undersöka hur utvalda kommuner hanterar samt anser att det olovliga nyttjandet bör hanteras. För att ta reda på vilka typer av överträdelser som görs i bostadsområden valdes tre kommuner ut samt två bostadsområden i varje kommun. En jämförelse gjordes därefter mellan flygfoton och fastighetsindelningen för alla bostadsfastigheter i området för att se vilka typer av överträdelser som var förekommande. Representanter från de olika kommunerna intervjuades därefter för att få deras syn på vilka typer av överträdelser som förekommer och för att få kunskap om hur de olika kommunerna hanterar samt anser att olovligt nyttjande av kommunal mark bör hanteras. Vid jämförelsen mellan flygfoton och fastighetsindelningen identifierades olika typer av överträdelser, något som till stor del överensstämde med vad som framkommit under intervjuerna. Intervjuerna visade även på grundläggande likheter när det gäller hanteringen av olovligt nyttjande av kommunal mark, skillnader antas främst bero på olika kommunala förutsättningar med bland annat varierande resurser. När det gäller hur hanteringen bör gå till råder delade meningar mellan kommunerna.
Use of land is of major importance for the development of society and the municipalities have different roles and responsibilities associated with this, both as authority and as major landowners. In urban areas, and in particular residential areas, it is in many cases the municipality that owns the land that adjoins residential real estate. It has been shown that this land often is used by individuals for personal interests, and it is believed to have consequences for the public, residential owners and municipalities. The purpose of this study was, therefore, to increase knowledge about the illegal use of municipal land. This was done partly by highlighting the different types of infringements that occur in the unauthorized use of municipal land outside residential real estate, but also by investigating how selected municipalities handle and believes that illegal use should be handled. To find out what types of violations are done in residential areas, three municipalities were selected as well as two residential areas in each municipality. A comparison was then made between aerial photos and the property division for all residential properties in the area to see what types of violations were occurring. Representatives from the different municipalities were subsequently interviewed to get their views on what types of violations occurring and to gain knowledge about how the different municipalities handle and believe that illegal use of municipal land should be handled. In the comparison between aerial photography and property division, different types of infringements were identified, which largely corresponded to the findings of the interviews. The interviews also showed fundamental similarities regarding the management of illegal use of municipal land, differences are assumed mainly due to different municipal conditions, including varying resources. When it comes to how the handling should go, there are different opinions between the municipalities.
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Alsterhag, Elin. "Förslag till modell av kemikaliespridning i mark anpassad för användning vid räddningsinsats - Kemspill Mark 4.0." Thesis, Uppsala University, Department of Earth Sciences, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-8208.

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After emergencies involving chemical spills it is of great importance that correct measures are taken with short notice, both for the security of people and in order to minimize future environmental consequences. The RIB-unit at the Swedish Rescue Services Agency initiated this study, the aim of which is to propose changes to the existing chemical transport calculation tool: Chemical Spill 3.4, included in RIB - Integrated Decision Support for Civil Protection, so that it can be used for decision support as well as in preventive work. A rough estimation of chemical transport in the subsurface is considered being of great importance when making decisions during emergency response operations.

The proposition presented in this report is a non site specific chemical transport model which is designed to give a rough estimation of NAPL flow in homogenous isotropic soil shortly after an instantaneous release. The model can be used at two levels; both in situations without access to information on subsurface properties, and with more accuracy in situations with knowledge of the included parameters. For that reason the user can choose among predefined alternatives or assign the parameters a numeric value to increase the quality of the model output. The predefined alternatives are represented by default values for different parameters in the model.

Suggested model output are vertical and horizontal transport of NAPL phase, horizontal transport of dissolved chemical in the aqueous phase, as well as the amounts of spill that are evaporated and entrapped in the soil, all at the time specified by the user. Moreover the maximum transport of the chemical phase and time to groundwater pollution are given. To make the uncertainty of the model clear for the user the results are given as the most likely value together with the smallest and largest values that can be expected.

Equations presented in this report describe a selection of subsurface processes which occur after a release of chemicals. The selection is made with the aim to reach satisfying result when the model is used within its domain without making the model complicated for the user. Therefore simplifying assumptions have been made in the descriptions of some processes while some other processes are neglected. Simplifications have been based on recognized references or on theoretical arguments, but the overall performance of the model as well as some of the default input parameters need to be further tested and validated before the new version of the model can be included in RIB. However, compared with the existing version Chemical Spill 3.4 several changes have been suggested; including additional processes, development of default values and making model uncertainty clear to the user. These changes are thought to significantly improve the existing model.


Vid olyckor med kemikalieutsläpp är det av stor vikt att rätt åtgärder snabbt vidtas, både för människors säkerhet och för att minimera framtida miljökonsekvenser. Räddningsverkets RIB-enhet initierade den här studien vars mål är att ge förslag på modellteknisk förbättring av det befintliga beräkningsprogrammet Kemspill Mark 3.4, som ingår i programpaketet RIB - Integrerat beslutsstöd för skydd mot olyckor, så att det i framtiden kan användas som beslutsstöd vid räddningsinsats efter kemikalieutsläpp samt vid förebyggande planeringsarbete. En grov vägledning om kemikaliens spridning anses vara av stor betydelse för att räddningstjänsten ska kunna fatta rätt beslut vid en insats.

Förslaget som presenteras i denna rapport är en icke platsspecifik spridningsmodell anpassad för vätskor med begränsad löslighet i vatten och ger en grov uppskattning av spridning i homogen och isotrop mark inom några timmar efter ett momentant utsläpp.

Modellen ska kunna användas på två nivåer; för att ge en mycket grov uppskattning av spridningen även utan tillgång på uppgifter om markegenskaper, samt med större noggrannhet då informationen finns. Med anledning av detta kommer användaren ges möjlighet att välja bland fördefinierade alternativ eller att ange indata numeriskt för att öka noggrannheten. De fördefinierade valen representeras av typvärden för olika parametrar i modellen.

Den nya modellen i förslaget ger vid angiven tid vertikal och horisontell spridning av fri kemikaliefas, horisontell spridning av löst förorening i vattenfas samt hur stor andel av utsläppet som hålls kvar i marken respektive har avdunstat från spillytan. Dessutom anges kemikaliefasens maximala spridning och hur lång tid det tar för utsläppet att nå grundvattnet. För att tydliggöra modellens osäkerhet för användaren ges utdata som det mest sannolika värdet tillsammans med det största och minsta värdet som är sannolikt.

Ekvationerna som presenteras i rapporten beskriver ett urval av de processer som sker i marken vid ett kemikalieutsläpp. Urvalet har gjorts med utgångspunkt att uppnå tillfredställande resultat inom modellens domän utan att komplicera för användaren och därmed har förenklande antaganden gjorts för att beskriva vissa förlopp medan andra försummats helt. Förenklingarna har grundats på vedertagna referenser eller på teoretiskt resonemang. Validering av modellresultat samt vissa typvärdens intervall krävs före inkludering i RIB. Jämfört med det befintliga Kemspill Mark 3.4 har dock stora förändringar föreslagits; fler processer inkluderas, typvärden utvecklas och modellens osäkerhet görs tydlig för användaren. Förändringar tros medföra en signifikant förbättring av modellen.

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Mood, Gustav. "Ökad medvetenhet under jakt i skog och mark." Thesis, Umeå universitet, Institutionen Designhögskolan, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-59364.

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This reportcommunicates the processes and results of my degree work in industrial design at candidate level at Umeå Institute of Design. During my degree work I had a cooperation with Svenska Jägareförbundet (Swedish Hunters Assosiation). The aim for my project has been to explore how I could make hunting a safer hobby and undertaking. Every year people get seriously injured and in average 2 people a year dies  due to hunting accidents. My goal is to identify problems within the hunters communication and approach. Through a creative design process I will find a valid  nd realistic solution to these problems. My project will be presented as a conceptual solution  hat will be based on currently existing technology. The degree work was carried out in the  pring semester 2012 with a presentation the tenth week and resulted in a full scale visual model, and oral presentation, discussion, argumentation and this report.
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Books on the topic "Mark.—I"

1

Mark Tven i Amerika. 2nd ed. Moskva: Sov. pisatelʹ, 1985.

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Prittwitz, Johannes C. Mark Brandenburg: Wanderbuch I. 2nd ed. Berlin: Stapp, 1991.

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Lundmark, Lennart. Mark och rätt i Sameland. Stockholm: Institutet för rättshistorisk forskning, 2008.

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Commonwealth Scientific Corporation (Alexandria, Va.). Mark I Gridless Ion Source: Guide to operations : supplement for Mark I controller. Alexandria, Va: Commonwealth Scientific Corporation, 1988.

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Jensen, L. E. Fauerholdt. Mark guld: Mark jord-leding : jordinddeling i Danmark 1200-1340. Aalborg: Aalborg Universitetsforlag, 1991.

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Jensen, L. E. Fauerholdt. Mark sølv: Mark penninge, mark korn : mønt. mål og vægt i Danmark, 1000-1340. [Odense]: Odense Universitetsforlag, 1990.

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Amvrosiĭ. Svi͡a︡toĭ Mark Ėfesskiĭ i Florentiĭskai͡a︡ Unii͡a︡. Moskva: Izdatelʹsko-poligr. firma "Sirin", 1994.

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Ahlberger, Christer. Vävarfolket: Hemindustrin i Mark 1790-1850. [Göteborg]: Institutet för lokalhistorisk forskning, 1988.

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Long, Duncan. The Ruger .22 automatic pistol: Standard, Mark I, Mark II series. Boulder, Colo: Paladin Press, 1988.

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Westholm, Erik. Mark, människor och moderna skiftesreformer i Dalarna. Uppsala: S. Academiae Ubsaliensis, 1992.

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Book chapters on the topic "Mark.—I"

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Lavington, Simon. "Appendix B. Mark I and Mark I* Software Details." In History of Computing, 299–330. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_15.

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Lavington, Simon. "Appendix C. Mark I and Mark I* Hardware Details." In History of Computing, 331–44. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_16.

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Lavington, Simon. "GCHQ Cheltenham’s Mark I*." In History of Computing, 201–24. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_10.

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Lafrance, Adele, and Ashley Miller. "“I Got a Terrible Mark …”." In What to Say to Kids When Nothing Seems to Work, 151–63. New York, NY : Routledge, 2020.: Routledge, 2020. http://dx.doi.org/10.4324/9780429438394-18.

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Lavington, Simon. "Canada Calling: Toronto Gets a Mark I." In History of Computing, 49–71. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_3.

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Lavington, Simon. "The AVRO Mark I* Installation at Chadderton." In History of Computing, 123–42. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_6.

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Lavington, Simon. "The Ferranti Mark I* Installation in Amsterdam." In History of Computing, 161–82. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_8.

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Lavington, Simon. "The Ferranti Mark I* Installation in Rome." In History of Computing, 183–99. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_9.

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Lavington, Simon. "The Mark I* at Armstrong Siddeley, Ansty, Coventry." In History of Computing, 143–59. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15103-4_7.

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Zlatic, Thomas D. "“I don't know A from B”: Mark Twain and Orality." In A Companion to Mark Twain, 211–27. Oxford, UK: Blackwell Publishing Ltd, 2007. http://dx.doi.org/10.1002/9780470996874.ch14.

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Conference papers on the topic "Mark.—I"

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Frederking, Robert, Ariel Cohen, Dean Grannes, Peter Cousseau, and Sergei Nirenburg. "The PANGLOSS MARK I MAT system." In the sixth conference. Morristown, NJ, USA: Association for Computational Linguistics, 1993. http://dx.doi.org/10.3115/976744.976806.

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Tan, J. S., V. Teh, H. M. Teck, Z. H. Lim, C. Manoharen, F. Sukarni, R. J. Iikim, et al. "Future farming — Robotic delivery system Jackbot Mark I." In 2016 IEEE Conference on Wireless Sensors (ICWiSE). IEEE, 2016. http://dx.doi.org/10.1109/icwise.2016.8188546.

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Mazzei, Alessandro, and Andrea Valle. "Combinatorics vs Grammar: Archeology of Computational Poetry in Tape Mark I." In Proceedings of the INLG 2016 Workshop on Computational Creativity in Natural Language Generation. Stroudsburg, PA, USA: Association for Computational Linguistics, 2016. http://dx.doi.org/10.18653/v1/w16-5509.

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Pace, Raymond M., and Jason Ritzel. "Elimination of BWR Mark I Program Primary Containment Drywell-to-Wetwell Differential Pressure." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21001.

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Abstract The Boiling Water Reactor (BWR) Mark I (Mk I) Containment Program was implemented by the Owner’s Group circa 1970 to mitigate the effects of small, intermediate and design bases, Loss of Coolant Accident (LOCA), pipe break accidents on the torus, supports, internal structures and attached piping [1 & 2]. One of the significant mitigation attributes implemented during the Mk I Program is Normal Operation (NO) with a drywell-to-wetwell Differential Pressure (dP) maintained by the plant Nitrogen Make-up System used to inert the Primary Containment (PC) [3]. The differential pressure served to reduce the downcomer water leg in the vent system resulting in significantly reduced vent system thrust and pool swell loads. The vent system is designed to transport the mixture of drywell atmosphere, steam, and water forced from the drywell by the increasing pressure post-accident, quenching it in the pool of water maintained in the suppression chamber (torus). Based on plant experience, to sustain PC dP requires frequent venting of the Torus or nitrogen make-up to the drywell requiring Standby Gas System operation and cycling of PC vent and purge valves which places additional burden on the charcoal filters. The venting also places burden on Control Room Operators to perform the required actions and maintain Technical Specification (TS) limits. Elimination of the dP benefits plant operation by minimizing cycling of PC Isolation Valves, reduction of burden on Control Room operators due to the wider pressure control envelop, reduction in Standby Gas System cycles extending charcoal filter life and a reduction of the nitrogen make-up [4]. Overall, the Utility estimates that elimination of the dP will provide an estimated cost savings of $0.5 M per year.
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Johns, Jesse M., and W. D. Reece. "A New Approach to Calculating Fuel Temperature in TRIGA Mark I Research Reactors." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-54921.

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Often a forced convection heat transfer coefficient is used to calculate the peak fuel temperature for a rectangular lattice TRIGA core even though the core is cooled by natural convection. The arguments for applying a forced convection empirical relationship are examined and another relationship is suggested. The peak fuel temperature was calculated using two different correlations, Dittus-Boelter and natural convection, for pool temperatures of 30°C and 60°C. The Dittus-Boelter correlation predicted a fuel temperature rise of 1.85°C for this difference in pool temperature, contrary to the predicted rise of 25.64°C from natural convection relationships. Experimental data shows that the relationship of fuel temperature rise with increasing pool temperature is more accurately represented by the natural convection correlation than with Dittus-Boelter. Using a derived natural convection correlation, the calculated peak fuel temperatures then closely match measured data. A procedure was developed to access convective heat transfer coefficient changes in the cladding gap as a function of reactor power for the hot channel which are similar to those presented in literature.
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Hoover, Robert, and Supathorn Phongikaroon. "A Computational Model of the Mark-IV Electrorefiner: Phase I — Fuel Basket/Salt Interface." In 16th International Conference on Nuclear Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/icone16-48736.

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Spent driver fuel from the Experimental Breeder Reactor-II (EBR-II) is currently being treated in the Mk-IV electrorefiner (ER) in the Fuel Conditioning Facility at Idaho National Laboratory. The new modeling approach is developed to help understand the dynamics of different parameters in the system. The first phase of this new modeling approach is focused on the fuel basket/salt interface and involves the transport of various species in the driver fuels (e.g. uranium and zirconium). This new approach minimizes the guessed parameters from three down to one, the exchange current density (i0). This new method should allow a rapid, accurate understanding of the ER process permitting predictions of different system designs. U3+ and Zr4+ were the only species used for the current study. The result reveals that potential for each species is the fixed variable, it is a function of weight percent (wt%) of uranium in molten salts and is independent of i0. The dimensionless approach shows that the total potential is a strong function of i0 and a weak function of wt% of uranium in the salt system.
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Talaat, Mohamed M., David K. Nakaki, Kyle S. Douglas, Philip S. Hashimoto, and Yahya Y. Bayraktarli. "Overpressure Fragility Evaluation of a Mark I Drywell Using Thermal-Mechanical Finite Element Analysis." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28623.

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The overpressure fragility of a Mark I boiling water reactor drywell was performed by detailed finite element (FE) analysis. The drywell overpressure capacity is controlled by the onset of leakage in the bolted head flange connection once separation exceeds the capacity of the silicone rubber O-ring seals. The FE analysis was conducted at 6 discrete accident temperatures, ranging from 150 to 425°C. The overpressure evaluation used an axisymmetric model of the drywell head region for computational efficiency, and verified it by comparing to results from one FE model which used 3D solid elements. The mechanical properties of the steel materials were defined as temperature-dependent linear-elastic. The median overpressure capacity at each temperature was determined using a 2-step thermal-stress analysis procedure. First, a steady-state heat transfer analysis was conducted to map out the temperature distribution in the drywell wall, which is exposed to the accident temperature on the inside and ambient temperature on the outside. Second, a quasi-static multi-step stress analysis was performed. The vertical differential movement between the flange surfaces was monitored and compared to the O-ring rebound capacity to define the pressure at the onset of leakage. After leakage occurred, the relationship between leakage area and increased pressure was recorded. The evaluation predicted the median overpressure capacity and the lognormal standard deviation for uncertainty in O-ring rebound capacities, bolt preload, and model sophistication, in addition to the median pressure-leak area relationship.
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Shiraki, Keisuke, Akira Taniguchi, Takushi Fujino, Shouhei Nakama, Osamu Suzuki, and Hiroyuki Kobayashi. "Experience of Work for Replacing Reactor Recirculation Piping in Narrow Space of MARK-I Containment Vessel." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28367.

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Tsuruga unit-1, the first Japanese commercial BWR (BWR-II, 357MWe) started its operation in 1970, has a Mark-I type containment vessel and 3-loop reactor recirculation piping. In the 33rd planned outage of 2011, most parts of the reactor recirculation piping were replaced to improve corrosion resistance and inspectability. This replacement work dealing with long pipe pieces had to be conducted in limiting condition and severe environment such as the narrow work space, only one small entrance hatch, and high dose rate. In addition, other maintenance works by four contractors were concurrently being carried out in the same area. Therefore, these work processes in the containment vessel were controlled carefully through close coordination with contractors and using advanced construction technique. As a result, it was achieved that efficient process which contributed to shortening work period and injury-free work in this challenging environment and condition. Regarding radiation management, radiation dose rate was reduced substantially by applying chemical decontamination using ozone as chemical agent. Experience obtained from this work is valuable in the current situation that many operators are trying to operate their aging nuclear plants continuously as long as economically viable.
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Tran, Quang. "Efficient resist edgebead removal for thick I-line resist coating application on TEL Mark 7 track sytem." In Microelectronic Manufacturing, edited by David Burnett, Shin'ichiro Kimura, and Bhanwar Singh. SPIE, 2000. http://dx.doi.org/10.1117/12.395737.

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Aydemir, Resul. "Collusion in the Turkish Banking Sector." In International Conference on Eurasian Economies. Eurasian Economists Association, 2012. http://dx.doi.org/10.36880/c03.00444.

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In this paper, I consider the Turkish Banking Industry, which is dominated by a few large banks. Using a conjectural variation approach, I estimate a structural model to examine the market conduct of the largest banks for the period 1988-2009. Estimation results suggest that the Turkish banks colluded in the loan market during the sample period where the average mark-up is estimated to be in the range of 44% to 86% depending on the empirical specification. This evidence demonstrates a conflict between market concentration and competition in the Turkish banking industry. Thus, regulatory agencies should be cautious against attempts to increase concentration in the banking industry.
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Reports on the topic "Mark.—I"

1

Osborn, Douglas M., Nathan E. Bixler, Kyle W. Ross, and Jeffrey N. Cardoni. MACCS2 consequence analysis for BWR Mark I and Mark II filtered containment venting. Office of Scientific and Technical Information (OSTI), October 2012. http://dx.doi.org/10.2172/1055877.

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Bender, D., G. Dreifuerst, and T. Kuklo. Mark I rotor test-to-failure {number_sign}1. Office of Scientific and Technical Information (OSTI), March 2021. http://dx.doi.org/10.2172/1775034.

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Theofanous, T. G., H. Yan, and M. Z. Podowski. The probability of Mark-I containment failure by melt-attack of the liner. Office of Scientific and Technical Information (OSTI), November 1993. http://dx.doi.org/10.2172/10107249.

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Powers, D. A. Source term attenuation by water in the Mark I boiling water reactor drywell. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10186838.

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Lin, C. C., and J. R. Lehner. Identification and assessment of containment and release management strategies for a BWR Mark I containment. Office of Scientific and Technical Information (OSTI), September 1991. http://dx.doi.org/10.2172/5070180.

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Arcieri, W. C., and D. J. Hanson. Instrumentation availability during severe accidents for a boiling water reactor with a Mark I containment. Office of Scientific and Technical Information (OSTI), February 1992. http://dx.doi.org/10.2172/5856947.

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Farmer, M. T. A Case Study on Severe Accident Water Addition and Water Management for a MARK I Containment. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1471700.

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Robb, Kevin R. External Cooling of the BWR Mark I and II Drywell Head as a Potential Accident Mitigation Measure – Scoping Assessment. Office of Scientific and Technical Information (OSTI), August 2017. http://dx.doi.org/10.2172/1394355.

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Robb, Kevin R. External Cooling of the BWR Mark I and II Drywell Head as a Potential Accident Mitigation Measure – Expanded Scoping Assessment. Office of Scientific and Technical Information (OSTI), July 2018. http://dx.doi.org/10.2172/1470864.

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Walston, S., M. Rowland, and K. Campbell. Possible Methods to Estimate Core Location in a Beyond-Design-Basis Accident at a GE BWR with a Mark I Containment Stucture. Office of Scientific and Technical Information (OSTI), July 2011. http://dx.doi.org/10.2172/1022912.

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