Corrosion behaviour of boiler tube materials during combustion of fuels containing Zn and Pb

Många förbränningsanläggningar som bränner utmanande bränslen såsom restfraktioner och avfall råkar ut för problem med ökad korrosion på överhettare och/eller vattenväggar pga. komponenter i bränslena som är korrosiva. För att minimera problemen i avfallseldade pannor hålls ångparametrarna på en relativt låg nivå, vilket drastiskt minskar energiproduktionen. Beläggningarna i avfallseldade pannor består till största delen av element som är förknippade med högtemperaturkorrosion: Cl, S, alkalimetaller, främst K och Na, och tungmetaller som Pb och Zn, och det finns också indikationer av Br-förekomst. Det låga ångtrycket i avfallseldade pannor påverkar också stålrörens temperatur i pannväggarna i eldstaden. I dagens läge hålls temperaturen normalt vid 300-400 °C. Alkalikloridorsakad (KCl, NaCl) högtemperaturkorrosion har inte rapporterats vara relevant vid såpass låga temperaturer, men närvaro av Zn- och Pb-komponenter i beläggningarna har påvisats förorsaka ökad korrosion redan vid 300-400 °C. Vid förbränning kan Zn och Pb reagera med S och Cl och bilda klorider och sulfater i rökgaserna. Dessa tungmetallföreningar är speciellt problematiska pga. de bildar lågsmältande saltblandningar. Dessa lågsmältande gasformiga eller fasta föreningar följer rökgasen och kan sedan fastna eller kondensera på kallare ytor på pannväggar eller överhettare för att sedan bilda aggressiva beläggningar. Tungmetallrika (Pb, Zn) klorider och sulfater ökar risken för korrosion, och effekten förstärks ytterligare vid närvaro av smälta. Motivet med den här studien var att få en bättre insikt i högtemperaturkorrosion förorsakad av Zn och Pb, samt att undersöka och prediktera beteendet och motståndskraften hos några stålkvaliteter som används i överhettare och pannväggar i tungmetallrika förhållanden och höga materialtemperaturer. Omfattande laboratorie-, småskale- och fullskaletest utfördes. Resultaten kan direkt utnyttjas i praktiska applikationer, t.ex. vid materialval, eller vid utveckling av korrosionsmotverkande verktyg för att hitta initierande faktorer och förstå deras effekt på högtemperaturkorrosion.

Pituussuunnassa hitsatun rakenneputken väsymislujuus HF –hitsausta käytettäessä

Tässä diplomityössä määritettiin pituussuunnassa hitsatun rakenneputken väsymislujuus HF –hitsausta käytettäessä. Työn tavoitteena oli vertailla eri jälkikäsittelyjen ja kahden eri materiaalin vaikutusta väsymislujuuteen. Materiaaleina kokeissa oli Ruukki double grade ja Optim 700 Plus MH. Eurokoodi 3 ja IIW määrittelee kiinnityshitseille väsymiskestävyysluokaksi 125-140, kun SN -käyrän kaltevuus, m = 3. Koetuloksia vertailtiin näihin valmiiksi määriteltyihin väsymiskestävyysluokkiin. Ruukki Metals Oy toimitti koemateriaalin kahdenlaisia väsytyskokeita varten, joiden avulla väsymislujuus voitiin määrittää. Ensimmäinen koe suoritettiin värähtelyllä hyödyntäen rakenneputken ominaistaajuutta, jolloin kuormituksen rajajännityssuhde on -1. Toinen väsytyskoe suoritettiin rakenneputkista leikatuille väsytyssauvoille, missä pituussuuntainen HF –hitsi on keskellä sauvaa. Tämä väsytyskoe suoritettiin vetotykytyksellä rajajännityssuhteella 0,1. Väsytyskokeissa havaittiin, että kiinnityshitsi täyttää sille asetetut vaatimukset, koska murtumat tapahtuivat perusaineesta. Tällöin koetuloksia vertaillaan Eurokoodi 3:n perusaineen väsymisluokkaan 160, SN -käyrän kaltevuudella m = 5. Kaikkien koetulosten väsymiskestävyysluokan keskiarvoksi saatiin 185 95 %:n todennäköisyydellä. Tutkimuksessa saatiin arvokasta tietoa kahden eri materiaalin väsymislujuudesta. Materiaalilla ei kuitenkaan havaittu vaikutusta lujuuteen. Eri jälkikäsittelyt eli juuren puolen metallipurseen höyläys tai pituussuuntaisen hitsisauman hehkutus eivät vaikuttaneet väsymislujuuteen. Kokeissa väsymismurtuma ydintyi rakenneputken pinnalta olevista alkuvioista, joten putkien käsittelyä valmistuksen jälkeen voitaisiin parantaa.

Renkaiden ja tienpinnan välisen kitkakertoimen mittausjärjestelmän suunnittelu ja toteutus

Teiden liukkauden mittaaminen on herättänyt kiinnostusta viime vuosina. Liikenneturvallisuutta pystyttäisiin parantamaan ja teiden talvikunnossapitoa tehostamaan, mikäli kitkakerroin voitaisiin mitata tiestöä käyttävissä ajoneuvoissa. Tässä työssä suunnitellaan ja toteutetaan ajoneuvon pituussuuntaiseen dynamiikkaan perustuva kitkakertoimen mittausjärjestelmä. Pyörien luisto ja ajoneuvon nopeus, sekä pyöriin ja ajoneuvoon kohdistuvat voimat selvitetään CAN – väylästä luettavien ajoneuvon antureiden ja IMU:n avulla. Järjestelmää simuloidaan käyttämällä Matlab:ia ja testataan käytännössä VW Transporter pakettiautossa. Testitulokset osoittavat järjestelmän toimivan tarkasti ja että ajoneuvon dynamiikkaan perustuvan kitkakertoimen mittauksen on käyttökelpoinen ja kustannustehokas tapa teiden liukkauden valvomiseen.

Reduction of nitrogen oxide emissions in lime kiln

Different nitrogen oxide removal technologies for rotary lime kiln are studied in this thesis, the main focus being in commercial technologies. Post-combustion methods are investigated in more detail as potential possible NOx removal with combustion methods in rotary lime kiln is more limited or primary methods are already in use. However, secondary methods as NOx scrubber, SNCR or SCR technologies are not listed as the Best Available Technologies defined by European Union. BAT technologies for NOx removal in lime kiln are (1) Optimised combustion and combustion control, (2) Good mixing of fuel and air, (3) Low-NOx burner and (4) Fuel selection/low-N fuel. SNCR method is the most suitable technique for NOx removal in lime kiln when NOx removal from 50 % to 70 % is required in case primary methods are already in use or cannot be applied. In higher removal cases ammonia slip is an issue in SNCR. By using SCR better NOx reduction can be achieved but issues with catalyst materials are expected to arise because of the dust and sulphur dioxide which leads to catalyst poison formation in lower flue gas temperatures. NOx scrubbing has potential when simultaneous NOx and SO2 removal is required. The challenge is that NO cannot be scrubbed directly, but once it is oxidized to NO2 or further scrubbing can be performed as the solubility of NO2 is higher. Commercial installations have not been made regarding SNCR, SCR or NOx scrubbing regarding rotary lime kiln. For SNCR and SCR the closest references come from cement industry.

Genesis and Evolution of Brittle Structures In Southwestern Finland and Western South Africa. Insights into Fault Reactivation, Fluid Flow and Structural Maturity in Precambrian Cratons

The bedrock of old crystalline cratons is characteristically saturated with brittle structures formed during successive superimposed episodes of deformation and under varying stress regimes. As a result, the crust effectively deforms through the reactivation of pre-existing structures rather than by through the activation, or generation, of new ones, and is said to be in a state of 'structural maturity'. By combining data from Olkiluoto Island, southwestern Finland, which has been investigated as the potential site of a deep geological repository for high-level nuclear waste, with observations from southern Sweden, it can be concluded that the southern part of the Svecofennian shield had already attained structural maturity during the Mesoproterozoic era. This indicates that the phase of activation of the crust, i.e. the time interval during which new fractures were generated, was brief in comparison to the subsequent reactivation phase. Structural maturity of the bedrock was also attained relatively rapidly in Namaqualand, western South Africa, after the formation of first brittle structures during Neoproterozoic time. Subsequent brittle deformation in Namaqualand was controlled by the reactivation of pre-existing strike-slip faults.In such settings, seismic events are likely to occur through reactivation of pre-existing zones that are favourably oriented with respect to prevailing stresses. In Namaqualand, this is shown for present day seismicity by slip tendency analysis, and at Olkiluoto, for a Neoproterozoic earthquake reactivating a Mesoproterozoic fault. By combining detailed field observations with the results of paleostress inversions and relative and absolute time constraints, seven distinctm superimposed paleostress regimes have been recognized in the Olkiluoto region. From oldest to youngest these are: (1) NW-SE to NNW-SSE transpression, which prevailed soon after 1.75 Ga, when the crust had sufficiently cooled down to allow brittle deformation to occur. During this phase conjugate NNW-SSE and NE-SW striking strike-slip faults were active simultaneous with reactivation of SE-dipping low-angle shear zones and foliation planes. This was followed by (2) N-S to NE-SW transpression, which caused partial reactivation of structures formed in the first event; (3) NW-SE extension during the Gothian orogeny and at the time of rapakivi magmatism and intrusion of diabase dikes; (4) NE-SW transtension that occurred between 1.60 and 1.30 Ga and which also formed the NW-SE-trending Satakunta graben located some 20 km north of Olkiluoto. Greisen-type veins also formed during this phase. (5) NE-SW compression that postdates both the formation of the 1.56 Ga rapakivi granites and 1.27 Ga olivine diabases of the region; (6) E-W transpression during the early stages of the Mesoproterozoic Sveconorwegian orogeny and which also predated (7) almost coaxial E-W extension attributed to the collapse of the Sveconorwegian orogeny. The kinematic analysis of fracture systems in crystalline bedrock also provides a robust framework for evaluating fluid-rock interaction in the brittle regime; this is essential in assessment of bedrock integrity for numerous geo-engineering applications, including groundwater management, transient or permanent CO2 storage and site investigations for permanent waste disposal. Investigations at Olkiluoto revealed that fluid flow along fractures is coupled with low normal tractions due to in-situ stresses and thus deviates from the generally accepted critically stressed fracture concept, where fluid flow is concentrated on fractures on the verge of failure. The difference is linked to the shallow conditions of Olkiluoto - due to the low differential stresses inherent at shallow depths, fracture activation and fluid flow is controlled by dilation due to low normal tractions. At deeper settings, however, fluid flow is controlled by fracture criticality caused by large differential stress, which drives shear deformation instead of dilation.

Novel Cellular Luminescence Probes for Immunological and Toxicological Assessments

Escherichia coli K-12 (pEGFPluxABCDEAmp) (E. coli-lux), constitutively emitting bioluminescence (BL), was constructed and its BL emitting properties tested in different growth and killing conditions. The BL emission directly correlated with the number of viable E. coli-lux cells, and when subjected to the antimicrobial agent, the diminishment of the BL signal was linked directly to the number of killed bacterial cells. The method provided a very convenient application, especially when compared to conventional plate counting assays. This novel real-time based method was utilized in both immunological and toxicological assessments. The parameters such as the activation phase, the lytic phase and the capacity of the killing of the serum complement system were specified not only in humans but also in other species. E. coli-lux was also successfully used to study the antimicrobial activities of insect haemolymph. The mechanisms of neutrophil activity, like that of a myeloperoxidase (MPO)-H2O2-halide system, were studied using the E. coli-lux approach. The fundamental role of MPO was challenged, since during the actual killing in described circumstances in phagolysosome the MPO system was inactivated and chlorination halted. The toxicological test system, assessing indoor air total toxicity, particularly suitable for suspected mold damages, was designed based on the E. coli-lux method. Susceptibility to the vast number of various toxins, both pure chemicals and dust samples from the buildings and extracts from molds, were investigated. The E. coli-lux application was found to possess high sensitivity and specificity attributes. Alongside the analysis system, the sampling kit for indoor dust was engineered based on the swipe stick and the container. The combination of practical specimen collector and convenient analysis system provided accurate toxic data from the dust sample within hours. Neutrophils are good indicators of the pathophysiological state of the individual, and they can be utilized as a toxicological probe due to their ability to emit chemiluminescence (CL). Neutrophils can either be used as probe cells, directly exposed to the agent studied, or they can act as indicators of the whole biological system exposed to the agent. Human neutrophils were exposed to the same toxins as tested with the E. coli-lux system and measured as luminol amplified CL emission. The influence of the toxins on the individuals was investigated by exposing rats with moniliniformin, the mycotoxin commonly present in Finnish grains. The activity of the rat neutrophils was found to decrease significantly during the 28 days of exposure.