CO2 sequestration is one of the proposed methods for reducing anthropogenic CO2 emissions to the atmosphere and therefore mitigating global climate change. Few studies on storing CO2 in an aquifer have been conducted on a regional scale. This study offers a conceptual approach to increasing the storage efficiency of CO2 injection in saline formations and investigates what an actual CO2 storage project might entail using field data for the Woodbine aquifer in East Texas. The study considers three aquifer management strategies for injecting CO2 emissions from nearby coal-fired power plants into the Woodbine aquifer. The aquifer management strategies studied are bulk CO2 injection, and two CO2-brine displacement strategies. A conceptual model performed with homogeneous and average reservoir properties reveals that bulk injection of CO2 pressurizes the aquifer, has a storage efficiency of 0.46% and can only last for 20 years without risk of fracturing the CO2 injection wells. The CO2-brine displacement strategy can continue injecting CO2 for as many as 240 years until CO2 begins to break through in the production wells. This offers 12 times greater CO2 storage efficiency than the bulk injection strategy. A full field simulation with a geological model based on existing aquifer data validates the storage capacity claims made by the conceptual model. A key feature in the geological model is the Mexia-Talco fault system that serves as a likely boundary between the saline aquifer region suitable for CO2 storage and an updip fresh water region. Simulation results show that CO2 does not leak into the fresh water region of the iv aquifer after 1000 years of monitoring if the faults have zero transmissibility, but a negligible volume of brine eventually gets through the mostly sealing fault system as pressure across the faults slowly equilibrates during the monitoring period. However, for fault transmissibilities of 0.1 and 1, both brine and CO2 leak into the fresh water aquifer in increasing amounts for both bulk injection and CO2-brine displacement strategies. In addition, brine production wells draw some fresh water into the saline aquifer if the Mexia-Talco fault system is not sealing. A CO2 storage project in the Woodbine aquifer would impact as many as 15 counties with high-pressure CO2 pipelines stretching as long as 875 km from the CO2 source to the injection site. The required percentage of power plant energy capacity was 7.43% for bulk injection, 7.9% for the external brine disposal case, and 10.2% for the internal saturated brine injection case. The estimated total cost was $0.00132–$0.00146/kWh for the bulk injection, $0.00191–$0.00211/kWh for the external brine disposal case, and $0.0019–$0.00209/kWh for the internal saturated brine injection case.

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Thesis (Ph.D.); Submitted to the University of California, Berkeley, CA (US); 18 Dec 2003. / Published through the Information Bridge: DOE Scientific and Technical Information. "LBNL--54280" Garcia, Julio Enrique. USDOE Director. Office of Science. Basic Energy Sciences (US) 12/18/2003. Report is also available in paper and microfiche from NTIS.

Syfte: Syftet är att genom en strukturell jämförelse av fallstudiens undersökningsobjekt få en överblick över kostnaden för arbetsutförandet av två luttätnings- och provtryckningsmetoder. Detta för att ta fram vilken metod som är lämpligast att tillämpa med avseende på kostnad.  Metod: Metoderna som tillämpats för att besvara målet var observationer, mätningar, beräkningar, litteraturstudie samt intervjuer. Den huvudsakliga metoden som användes var observationstekniken ”observatör som deltagare”. Intervjuer tillämpades för att anbringa ny kunskap men även verifiera empirin hämtad från observationerna.  Resultat: Studien visar att det finns både mindre och markanta skillnader mellan objektens lufttätnings- och provtryckningsmetoder som genererar både för och nackdelar. De största skillnaderna var framförallt vid fönster- och dörrutförandet, materialvalet i installationsväggen och om en tidig provtryckning utförs eller inte. Fördelarna med Gripen var att de inte var beroende av utomstående aktörers utförande vid fönsteranslutningen samt att de hade ett moment mindre under kontrollen av klimatskalet. Studien visar även att Gripen hade en lägre totalkostnad för lufttäthetsarbetet än Vimans Trädgård. Dock var kostnaden per kvadratmeter desto högre för varje färdigställd kvadratmeter. Efter en noggrann strukturell jämförelse bedömdes Vimans Trädgårds tillvägagångssätt var den mest kostnadseffektiva lufttätnings- och provtryckningsmetoden utifrån kr/kvm, se Tabell 13. Konsekvenser: Studien visar att båda objektens metoder fungerar för att nå byggnadens ställda lufttäthetkrav. Då metoderna liknade varandra på många punkter kunde slutsatsen dras att lufttätningsutförandet av fönster- och dörranslutningar hade en stor inverkan på tiden samt kostnaden. Slutligen kan följande rekommendationer ges, en byggnads lufttäthet bör säkerställas i ett tidigt skede, företagens luftätningsmetoder bör fortsätta utvecklas samt en enhetlig lufttätnings- och provtryckningsmetod bör utformas och appliceras inom hela företaget. Begränsningar: Rapportens undersökningsstrategi är en kvantitativ fallstudie. Studien begränsas till fallstudiens båda undersökningsobjekt och deras lufttätnings- samt provtryckningsmetod utan avseende till materialkostnader. Undersökningen begränsas även till objektens förutsättningar som materialval men tar ingen hänsyn till geografisk placering eller väderstrecksorientering. Detta medför att studien är giltig under specifika förhållanden. Vid en eventuell upprepning kan studien påvisa andra resultat och generera skilda slutsatser än det som vidtagits i denna utredning. / Purpose: The purpose is to provide an overview of the cost of the work performance of two air tightening and pressure testing methods through a structural comparison of the case study's investigative objects. This is to find out which method is most appropriate to apply in terms of cost. Method: The chosen methods, used to answer the goal, were observations, measurements, calculations, literature studies and interviews. The main method used was the observation technique "observer as a participant". Interviews were applied to conceive new knowledge, but also to verify the information from the observations. Findings: The study shows that there are both minor and significant differences between the objects air tightening and pressure testing methods that generate both pros and cons. The main differences were mainly the execution of the windows and doors, the choice of materials in the installation wall and if an early pressure test is performed or not. The benefits of Gripen were that they were not dependent on external operator’s performance at the window connection and that they had a moment less under the control of the climate scale. The study also shows that Gripen had a lower total cost of air tightness than Vimans Trädgård. However, the cost per square meter was the higher for each completed square meter. After a careful structural comparison, Vimans Trädgård ́s approach was evaluated as the most cost-effective air tightening and pressure testing method, see Table 13.  Implications: The study shows that the air tightening methods of both objects work to reach the building's airtightness requirements. As the methods were similar at many points, it could be concluded that the air tightening of window- and door connections had a major impact on time as well as the cost. Finally, the following recommendations that can be given is, building airtightness should be ensured at an early stage, companies' air tightening and pressure testing methods should continue to evolve and a uniform air tightening and pressure testing method should be designed and applied throughout the companies. Limitations: The report's investigation strategy is a quantitative case study. The study is limited to two study objects of the case study and their air tightening and pressure testing method without regard to material costs. The investigation is also limited to the object's conditions as material choice, but does not consider geographical location or weather-orientation. This means that the study is valid under specific conditions. In the event of a repeat, the study can demonstrate other results and generate different conclusions than those undertaken in this investigation.

Avstängda kärnkraftverk berövar många människor av elektricitet och det skulle ha en negativ inverkan både på företagets framtoning och mänskliga aktiviteter. På grund av detta behöver tillgängligheten av utrustningen i alla byggnaderna som kärnkraftverken består ses till. HVAC-system (Heating, Ventilation and Air Conditioning) spelar en viktig roll när det gäller tillgänglighet av utrustning eftersom dessa system ser till pålitligheten är på topp genom att anpassade omgivningsförhållanden till utrustningen. Att designa ventilationssystemet rätt är därför mycket viktigt och måste göras noggrant. Denna rapport introducerar metodologin för att designa och optimera ett ventilationssystem för en av byggnaderna i ett kärnkraftverk. Utöver detta utvecklas och beskrivs en metodologi för att designa ett rökkontrollssystem för en byggnad som ingår i kärnkraftverket. Dessa metodologier har implementerats för en byggnad i en demineraliseringsstation, Hinkley Point C project. / During nuclear power plants shutdown many people could be deprived of electricity and it would have a negative impact both on the company’s image and on people activities. As a consequence, availability of equipments in the different buildings which compose the power plant needs to be assured. HVAC system (Heating, Ventilation and Air Conditioning) plays an important role on the reliability of these equipments as it makes sure that ambient conditions in the buildings fit the operating temperature range of the equipments. Consequently sizing a ventilation system is really important and it needs to be carried out seriously. This paper introduces the methodology to size and optimize a ventilation system for nuclear power plants’ building. This paper also develops the methodology used to size a smoke control system in a nuclear related building. Direct application of this methodology has been realised for a specific building which is the demineralization station of Hinkley Point C project.

Durant les différentes phases du stockage profond des déchets radio-actifs exothermiques (excavation, exploitation) jusqu'à la fermeture définitive, la roche hôte sera soumise à des sollicitations mécaniques, hydriques et thermiques couplées. Afin de connaître et de modéliser le comportement à court et long terme des dispositifs de stockage, une investigation approfondie du comportement de la roche est nécessaire afin de compléter les données existantes. C'est dans ce but que cette étude du comportement thermo-hydro-mécanique de la formation argileuse du Callovo-Oxfordien (COx) considérée par l'ANDRA comme roche hôte potentielle, a été développée. Dans un premier temps le comportement en compression–gonflement de l'argilite du COx a été étudié par la réalisation d'un programme d'essais oedométriques haute pression. Les résultats, interprétés en termes de couplage endommagement-gonflement, ont montré que l'ampleur du gonflement était lié à la densité de fissuration engendrée lors de la compression. Dans un second temps, le comportement hydromécanique et thermo-hydro-mécanique de l'argilite saturée sous une contrainte moyenne proche de l'in-situ a été étudié à l'aide de cellules à faible chemin de drainage (10 mm), dont une cellule isotrope et une cellule triaxiale à cylindre creux avec mesures locales d'un type nouveau. Ces appareils ont permis de résoudre deux problèmes difficiles typiques des argilites de très faible perméabilité : i) une saturation préalable correcte, attestée par de bonnes valeurs du coefficient de Skempton et ii) de bonnes conditions de drainage. Les paramètres caractéristiques du comportement de l'argilite à température ambiante (coefficients de Skempton et de Biot, compressibilité drainée et non-drainée) ont été déterminés à partir d'essais de compression isotrope qui ont également confirmé l'isotropie transverse du matériau. La cohérence des paramètres obtenus a été vérifiée dans un cadre poro-élastique saturé. Deux aspects du comportement thermo-hydro-mécanique de l'argilite du COx ont été étudiés à l'aide d'essais de chauffage et de compression volumique en température (80°C) : les effets de la température sur le comportement intrinsèque de l'argilite et le phénomène de pressurisation thermique. Un essai de chauffage drainé sous contrainte in-situ a mis en évidence, apparemment pour la première fois, un comportement plastique contractant de l'argilite (comme les argiles normalement consolidées), non pris en compte dans les modélisations thermo-élastiques actuelles des systèmes de stockage profond. Un autre élément nouveau et important observé est l'augmentation de la compressibilité avec la température, à la différence des argiles. L'étude de la pressurisation thermique (engendrée par la faible perméabilité de l'argilite et la forte différence entre les coefficients de dilatation thermique de l'eau et de la phase solide), a été réalisée à l'aide d'essais de chauffage non drainés, suite à une analyse détaillée des effets perturbateurs du système de mesure lors de variations de pression et de température (peut-être à considérer également dans les mesures in-situ). Le coefficient de pressurisation thermique s'est révélé être très sensible aux variations de température et de contrainte, il diminue de 0,14 à 0,1 MPa/°C entre 25 et 80°C. La nature des différentes réponses hydro-mécaniques et thermo-hydro-mécaniques obtenues au cours de ce travail permettront une interprétation et une modélisation plus précises du comportement du massif d'argilite autour des galeries, dans des zones qui sont pour la plupart saturées, sauf à proximité immédiate des galeries (quelques décimètres) / During the different phases of the exothermic radioactive waste deep disposal (excavation, operation) and after permanent closure, the host rock is submitted to various coupled mechanical, hydraulic and thermal phenomena. Hence, a thorough investigation of the thermo-hydro-mechanical behaviour of the rock is necessary to complete existing data and to better understand and model the short and long term behaviour of the Callovo-Oxfordian (COx) clay formation in Bure (Meuse/Haute-Marne - M/HM), considered by ANDRA as a potential host rock in France.In this work, the compression – swelling behaviour of the COx claystone was first investigated by carrying out a series of high-pressure oedometric tests. The results, interpreted in terms of coupling between damage and swelling, showed that the magnitude of swelling was linked to the density of the fissures created during compression. In a second step, the hydromechanical and thermo-hydro-mechanical behaviour of the saturated claystone under a mean stress close to the in situ one were investigated by using two devices with short drainage path (10 mm), namely a isotropic cell and a newly designed hollow cylinder triaxial cell with local displacement measurements. These devices helped to solve two majors problems related to testing very low permeability materials : i) a satisfactory previous sample saturation (indicated by good Skempton values) and ii) satisfactory drainage conditions. Some typical constitutive parameters (Skempton and Biot's coefficients, drained and undrained compressibility coefficients) have been determined at ambient temperature through isotropic compression tests that also confirmed the transverse isotropy of the claystone. The consistency of the obtained parameters has been checked in a saturated poroelastic framework. Two aspects of the thermo-hydro-mechanical behaviour of the COx claystone have then been investigated through different heating tests and through drained and undrained isotropic compression tests at elevated temperature (80°C) : the effects of temperature on the behaviour of claystone and thermal pressurization. A drained heating test under in-situ stress conditions evidenced, probably for first time, a plastic contractant response of the claystone (like normally consolidated clays), a feature not considered in the presently conducted numerical modelling of deep disposal systems. Another new important observed feature is the increase in drained compressibility of the COx claystone with temperature, not observed in clays. The investigation of thermal pressurization (caused by the low claystone permeability and by the significant difference in thermal expansion between water and the solid phase) has been carried out by means of undrained heating tests, after a detailed analysis of the major effects of the measurement system (which should perhaps be also analyzed when performing in-situ measurements). The thermal pressurization coefficient appeared to be quite sensitive to changes in temperature and stress, it decreased between 0.14 and 0.1 MPa/°C between 25 and 80°C. It is believed that the different thermo-hydro-mechanical volumetric responses obtained here allow a better interpretation and modelling of the behaviour of the claystone formation around the galleries in areas that are mostly saturated, except close to the galleries (a few decimetres)

Natural ventilation is the dominating ventilation process in ancient buildings like churches, and also in most domestic buildings in Sweden and in the rest of the world. These buildings are naturally ventilated via air infiltration and airing. Air infiltration is the airflow through adventitious leakages in the building envelope, while airing is the intentional air exchange through large openings like windows and doors. Airing can in turn be performed either as single-sided (one opening) or as cross flow ventilation (two or more openings located on different walls). The total air exchange affects heating energy and indoor air quality. In churches, deposition of airborne particles causes gradual soiling of indoor surfaces, including paintings and other pieces of art. Significant amounts of particles are emitted from visitors and from candles, incense, etc. Temporary airing is likely to reduce this problem, and it can also be used to adjust the indoor temperature. The present study investigates mechanisms and prediction models regarding air infiltration and open-door airing by means of field measurements, experiments in wind tunnel and computer modelling. In natural ventilation, both air infiltration and airing share the same driving forces, i.e. wind and buoyancy (indoor-outdoor temperature differences). Both forces turn out to be difficult to predict, especially wind induced flows and the combination of buoyancy and wind. In the first part of the present study, two of the most established models for predicting air infiltration rate in buildings were evaluated against measurements in three historical stone churches in Sweden. A correction factor of 0.8 is introduced to adjust one of the studied models (which yielded better predictions) for fitting the large single zones like churches. Based on field investigation and IR-thermography inspections, a detailed numerical model was developed for prediction of air infiltration, where input data included assessed level of the neutral pressure level (NPL). The model functionality was validated against measurements in one of the case studies, indicating reasonable prediction capability. It is suggested that this model is further developed by including a more systematic calibration system for more building types and with different weather conditions. Regarding airing, both single-sided and cross flow rates through the porches of various church buildings were measured with tracer gas method, as well as through direct measurements of the air velocity in a porch opening. Measurement results were compared with predictions attained from four previously developed models for single‑sided ventilation. Models that include terms for wind turbulence were found to yield somewhat better predictions. According to the performed measurements, the magnitude of one hour single-sided open-door airing in a church typically yields around 50% air exchange, indicating that this is a workable ventilation method, also for such large building volumes. A practical kind of diagram to facilitate estimation of suitable airing period is presented. The ability of the IDA Indoor Climate and Energy (IDA-ICE) computer program to predict airing rates was examined by comparing with field measurements in a church. The programs’ predictions of single-sided airflows through an open door of the church were of the same magnitude as the measured ones; however, the effect of wind direction was not well captured by the program, indicating a development potential. Finally, wind driven air flows through porch type openings of a church model were studied in a wind tunnel, where the airing rates were measured by tracer gas. At single-sided airing, a higher flow rate was observed at higher wind turbulence and when the opening was on the windward side of the building, in agreement with field measurements. Further, the airing rate was on the order of 15 times higher at cross flow than at single-sided airing. Realization of cross flow thus seems highly recommendable for enhanced airing. Calibration constants for a simple equation for wind driven flow through porches are presented. The measurements also indicate that advection through turbulence is a more important airing mechanism than pumping.   The present work adds knowledge particularly to the issues of air infiltration and airing through doors, in large single zones. The results can be applicable also to other kinds of large single-zone buildings, like industry halls, atriums and sports halls. / Naturlig ventilation är den dominerande ventilationsprocessen i äldre byggnader såsom kyrkor, och även i de flesta småhus i Sverige och övriga delar av världen. Luftinfiltration och vädring utgör viktiga komponenter i naturlig ventilation, där luftinfiltration är luftflöde genom oavsiktliga läckage i byggnadsskalet, medan vädring är avsiktligt luftutbyte genom stora öppningar såsom fönster och dörrar/portar. Vädring kan i sin tur ske ensidigt (genom en öppning) eller som tvärdrag (genom två eller flera öppningar belägna på olika ytterväggar). Det totala luftutbytet påverkar värmeförluster och inomhusluftens kvalité. I kyrkor orsakar avsättning av luftpartiklar en gradvis nedsmutsning av invändiga ytor, inklusive väggmålningar och andra konstföremål. Betydande mängder partiklar avges från besökare, tända ljus, rökelse, o.d. Tillfällig vädring kan minska detta problem, men även användas för att justera innetemperaturen. Föreliggande studie analyserar mekanismer och predikteringsmodeller gällande luftinfiltration och dörrvädring genom fältmätningar, vindtunnelförsök och datorsimuleringar. Luftinfiltration och vädring har samma drivkrafter, d.v.s. vind och termik (inne‑ute temperaturskillnader). Båda dessa drivkrafter är svåra att predicera, särskilt vindinducerade flöden och kombinationen av termik och vind. Två av de mest etablerade modellerna för luftinfiltrationsprediktering i byggnader har utvärderats via mätningar i tre kulturhistoriska stenkyrkor i Sverige. En korrigeringsfaktor av 0,8 föreslås för bättre prediktion av den ena modellen (som gav bäst resultat) gällande höga en-zonsbyggnader såsom kyrkor. En detaljerad numerisk modell är utvecklad för luftinfiltrationsprediktering, där indata baseras på fältundersökningar, inkl. IR-termografering och uppmätt av neutrala tryckplanet (NPL). Modellens funktionalitet har validerats via mätningar i en av fallstudierna och pekar på tämligen god prediktionsprestanda. Vidare utveckling av modellen föreslås, inkl. ett mer systematiskt kalibreringssystem, för olika typer av byggnader och väderförhållanden. Gällande vädring mättes både ensidigt flöde och tvärdrag genom portar i olika kyrkobyggnader med hjälp av spårgas samt direkta lufthastighetsmätningar i portöppning. Mätresultaten jämfördes med erhållna prediktioner från fyra tidigare utvecklade modeller för ensidig ventilation. De modeller som tog hänsyn till vindturbulens gav något bättre resultat. Enligt utförda mätningar medför en timmes ensidig portvädring i en kyrka cirka 50 % luftutbyte, vilket indikerar att detta är en tillämpbar ventilationsmetod, även för så pass stora byggnadsvolymer. Ett särskilt vädringsdiagram presenteras, som syftar till att underlätta uppskattning av erforderlig vädringsperiod. Vidare studerades predikteringsprestanda hos IDA Indoor Climate and Energy (IDA-ICE) simuleringsprogram avseende vädring, där simuleringsdata jämfördes med fältmätningar i en kyrka. Programmets prediktion av ensidigt luftflöde genom en öppen kyrkport var av samma storlekordning som det uppmäta; dock klarade programmet inte av att hantera inverkan av vindriktning så väl, vilket pekar på en utvecklingspotential. Avslutningsvis undersöktes vinddrivet flöde igenom portöppningar i en kyrkmodell i vindtunnel, där luftomsättningen mättes med hjälp av spårgasmetoden. Vid ensidig vädring observerades högre flöde vid högre vindturbulens och när öppningen var på vindsidan av byggnaden, i överensstämmelse med fältmätningarna. Dessutom var vädringsflödet vid tvärdrag i storleksordningen 15 högre än det vid ensidig vädring. Det verkar alltså som att man kan öka vädringstakten avsevärt om man kan åstadkomma tvärdrag. Kalibreringskonstanter presenteras också för en enkel ekvation för vinddrivet flöde genom portar. Vindtunnelstudien indikerar vidare att advektion genom turbulens är en viktigare vädringsmekanism än pumpning. Föreliggande arbete bidrar med kunskap speciellt kring luftinfiltration och vädring genom portar i höga en-zonsbyggnader. Resultaten kan även vara tillämpliga på andra typer av höga en-zonsbyggnader såsom industrihallar, atrier/ljusgårdar och idrottshallar. / Church project

This master’s thesis deal with design of EV-55 Outback airplane with pressurized cabin. In this thesis are given common principles and requirements of regulations on construction pressurized cabin. A necessary fuselage modifications and fuselage construction are included. Also construction and build up of air-conditioning system and emergency oxygen system are included. Some parts of this thesis are about weight and balance, definition of pressurized cabin load, simple stability analysis and basic flight performance calculation. At the end of this master’s thesis a result of weight and flight performances are compared with analogous airplanes by other producers.