996 resultados para 494
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Uusi patoturvallisuuslaki (494/2009) tuli voimaan 1.10.2009 ja valtioneuvoston asetus patoturvallisuudesta (319/2010) 5.5.2010. Tämä patoturvallisuusopas korvaa patoturvallisuusohjeet (MMM:n julkaisuja 7/1997), jotka poistuivat käytöstä 1.10.2009. Patoturvallisuusoppaassa esitetty ei ole padon omistajaa sitovaa, vaan oppaan tarkoitus on täydentää ja selventää esimerkein ja selostuksin laissa ja asetuksessa esitettyä. Oppaassa käsitellään padon suunnittelua kuten hydrologista mitoitusta ja padon teknisiä turvallisuusvaatimuksia, padon rakentamista ja käyttöönottoa sekä vahingonvaaraselvitystä, padon omistajan turvallisuussuunnitelmaa sekä padon kunnossapitoa, käyttöä, tarkkailua, vuosi- ja määräaikaistarkastuksia. Padot luokitellaan vahingonvaaran perusteella luokkiin 1, 2 ja 3. Luokittelua ei tarvitse kuitenkaan tehdä, jos patoturvallisuusviranomainen katsoo, että padosta ei aiheudu vaaraa. Jokaiselle luokitellulle padolle on padon omistajan laadittava tarkkailuohjelma, jonka patoturvallisuusviranomainen hyväksyy päätöksellään. Padosta aiheutuvan vahingonvaaran selvittämiseksi 1-luokan padon omistajan on laadittava vahingonvaaraselvitys padosta ihmisille, omaisuudelle ja ympäristölle aihetuvasta vahingonvaarasta. Myös muusta kuin 1-luokan padosta voi patoturvallisuusviranomainen määrätä tehtäväksi vahingonvaaraselvityksen luokittelua varten. Padon omistajan on laadittava 1-luokan padolle turvallisuussuunnitelma onnettomuus- ja häiriötilanteiden varalle. Suunnitelmassa esitetään padon omistajan omatoiminen varautuminen em. tilanteiden varalle. Pelastusviranomainen arvioi tapauskohtaisesti pelastuslain mukaisen suunnitelman laatimistarpeen. Padon omistajan on toimitettava patoturvallisuusviranomaiselle tietojärjestelmään vietäväksi patoturvallisuusasetuksessa mainitut tiedot. Patoturvallisuusviranomaisen ja padon omistajan on säilytettävä kustakin luokitellusta padosta ajantasaiset tulosteet tietojärjestelmästä sekä muut padon turvallisuuden kannalta tärkeät asiakirjat patoturvallisuuskansiossa siten, että ne ovat mahdollisissa häiriötilanteissa nopeasti saatavilla.
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Objetivo: identificar o efeito da idade sobre os resultados maternos e perinatais das gestações ocorridas em mulheres com 40 anos ou mais. Métodos: comparamos 494 gestantes com mais de 40 anos, com 988 gestantes com idade entre 20 e 29 anos, pareando-as por paridade. Após controlar possíveis variáveis confundidoras pela análise multivariada, a idade materna avançada manteve associação com a maior prevalência de hipertensão arterial, apresentação anômala, parto por cesária, hemorragia puerperal, índice de Apgar baixo, morte perinatal, natimortalidade e sofrimento fetal intraparto. Resultados: a idade materna avançada esteve isoladamente associada à hipertensão arterial, apresentação anômala, diagnóstico de sofrimento fetal intraparto, parto por cesária e hemorragia puerperal. Com relação aos resultados neonatais, a idade materna avançada estava associada independentemente apenas ao baixo índice de Apgar, morte perinatal e óbito fetal. Conclusões: esses achados mostram a necessidade de assistência obstétrica adequada com atenção especial a esses fatores para procurar melhorar os resultados maternos e perinatais das gestantes com idade avançada.
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OBJETIVO: descrever a diversidade genética dos isolados de HIV-1 de mulheres soropositivas acompanhadas em um centro de referência. MÉTODOS: estudo transversal, no qual foram incluídas 96 mulheres com dois testes sorológicos ELISA e um teste confirmatório Western Blot. Das amostras de sangue periférico, foram determinadas a carga viral pelo kit b-DNA e a contagem de linfócitos T CD4 e T CD8 pela citometria de fluxo excalibur. A extração e purificação do DNA pró-viral foi realizada pela reação em cadeia da polimerase (PCR), utilizando o kit QIAamp Blood (Qiagen Inc., Chatsworth, CA, USA). O sequenciamento da região pol foi realizado em 52 isolados com o (3100 Genetic Analyzer, Applied Biosystems Inc., Foster City, CA) e a genotipagem foi investigada pela ferramenta Rega (Rega Subtyping Tool). O padrão de resistência aos antirretrovirais (ARV) foi inferido pelo algoritmo do banco de dados Stanford HIV Resistance. Os estágios clínicos das participantes foram definidos como A, B ou C segundo os critérios do Center for Diseases Control (CDC). Para a análise estatística dos dados, foram utilizados os testes do χ2 para as variáveis categóricas e o teste t de Student para as variáveis numéricas. RESULTADOS: a média de idade da amostra, o tempo médio de doença e de tratamento foram: 33,7; 3,8 e 2,5 anos, respectivamente. A média da carga viral foi log10 2,3 cópias/mL; a dos linfócitos T CD4 e T CD8 foi 494,9 células/µL e 1126,4 células/µL. Sobre o estágio clínico, 30 mulheres estavam no estádio A, 47 no B e 19 no C. O sequenciamento dos 52 isolados encontrou 33 do subtipo B, quatro do F, um do C e 14 do recombinante BF. A análise da resistência aos ARV mostrou 39 (75,0%) isolados susceptíveis, 13 (25,0%) resistentes aos inibidores da transcriptase reversa (INTR) e três (5,7%) aos inibidores da protease (IP). CONCLUSÕES: Houve grande diversidade do HIV-1 e elevado percentual de isolados resistentes aos ARV na amostra estudada.
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1818/12/01 (Numéro 494).
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1818/11/29 (Numéro 494).
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The papermaking industry has been continuously developing intelligent solutions to characterize the raw materials it uses, to control the manufacturing process in a robust way, and to guarantee the desired quality of the end product. Based on the much improved imaging techniques and image-based analysis methods, it has become possible to look inside the manufacturing pipeline and propose more effective alternatives to human expertise. This study is focused on the development of image analyses methods for the pulping process of papermaking. Pulping starts with wood disintegration and forming the fiber suspension that is subsequently bleached, mixed with additives and chemicals, and finally dried and shipped to the papermaking mills. At each stage of the process it is important to analyze the properties of the raw material to guarantee the product quality. In order to evaluate properties of fibers, the main component of the pulp suspension, a framework for fiber characterization based on microscopic images is proposed in this thesis as the first contribution. The framework allows computation of fiber length and curl index correlating well with the ground truth values. The bubble detection method, the second contribution, was developed in order to estimate the gas volume at the delignification stage of the pulping process based on high-resolution in-line imaging. The gas volume was estimated accurately and the solution enabled just-in-time process termination whereas the accurate estimation of bubble size categories still remained challenging. As the third contribution of the study, optical flow computation was studied and the methods were successfully applied to pulp flow velocity estimation based on double-exposed images. Finally, a framework for classifying dirt particles in dried pulp sheets, including the semisynthetic ground truth generation, feature selection, and performance comparison of the state-of-the-art classification techniques, was proposed as the fourth contribution. The framework was successfully tested on the semisynthetic and real-world pulp sheet images. These four contributions assist in developing an integrated factory-level vision-based process control.
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A new Dam Safety Act (494/2009) came into force on 1st October 2009 and a Government Decree on Dam Safety (319/2010) on 5th May 2010. This Dam Safety Guide replaces the Dam Safety Code of Practice (Publication of the Ministry of Agriculture and Forestry 7/1997), removed from circulation on 1st October 2009. The Dam Safety Guide is not binding on the dam owner; the purpose is to complement and elucidate the relevant law and and decree through examples and descriptions. The Guide takes up questions concerning dam design, for instance hydrological dimensioning and technical safety requirements, dam construction and use, the dam break hazard analysis and the dam owner’s emergency action plan, maintenance, use, monitoring as well as the annual and periodic inspections. Dams are classified according to the hazard they pose into class 1, 2 or 3 dams. The classification is not needed, if, according to the dam safety authority, the dam poses no danger. The owner of a classified dam must prepare a monitoring programme, to be approved by decision of the dam safety authority. To establish the hazard caused by a dam, the owner of a class 1 dam must prepare an analysis of the dam hazard to humans and property as well as to the environment. The dam safety authority may also require a dam break hazard analysis for a dam other than class 1 dam if deemed necessary for classification. The owner of a class 1 dam must prepare a plan of measures in case of emergency or operational failure. The plan shall present the dam owner’s state of preparedness to act on their own initiative in the situations described above. In each case, the rescue authorities make a separate assessment for the need to prepare a plan as set out in the Rescue Act. The dam owner must provide the information specified in the Dam Safety Decree to be entered into the dam safety information system. The dam safety authority and the owner of the dam must keep up-to-date printouts in their own dam safety files from the information system for each dam as well as other important documents connected with dam safety to ensure that these are readily available in case of disturbance.
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Ribonucleic acid (RNA) has many biological roles in cells: it takes part in coding, decoding, regulating and expressing of the genes as well as has the capacity to work as a catalyst in numerous biological reactions. These qualities make RNA an interesting object of various studies. Development of useful tools with which to investigate RNA is a prerequisite for more advanced research in the field. One of such tools may be the artificial ribonucleases, which are oligonucleotide conjugates that sequence-selectively cleave complementary RNA targets. This thesis is aimed at developing new efficient metal-ion-based artificial ribonucleases. On one hand, to solve the challenges related to solid-supported synthesis of metal-ion-binding conjugates of oligonucleotides, and on the other hand, to quantify their ability to cleave various oligoribonucleotide targets in a pre-designed sequence selective manner. In this study several artificial ribonucleases based on cleaving capability of metal ion chelated azacrown moiety were designed and synthesized successfully. The most efficient ribonucleases were the ones with two azacrowns close to the 3´- end of the oligonucleotide strand. Different transition metal ions were introduced into the azacrown moiety and among them, the Zn2+ ion was found to be better than Cu2+ and Ni2+ ions.
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Den nya dammsäkerhetslagen (494/2009) trädde i kraft 1.10.2009 och statsrådets förordning om dammsäkerhet (319/2010) 5.5.2010. Denna dammsäkerguide ersätter anvisningarna för dammsäkerhet (Jord- och skogsbruksministeriets publikationer 7/1997) som togs ur bruk 1.10.2009. Dammsäkerhetsguiden är inte bindande för dammens ägare. Avsikten är att komplettera, och att genom exempel och utredningar förklara, det som lagen och förordningen föreskriver. Guiden tar upp dammplanering, bland annat den hydrologiska dimensioneringen och dammens tekniska säkerhetskrav, dammbygge och ibruktagandet samt riskutredningen, dammägarens säkerhetsprogram och dammens underhåll, drift, kontroll samt årlig och återkommande inspektion. Dammar indelas på basis av skadekonsekvenserna i klasserna 1, 2 och 3. Klassificering krävs inte om dammsäkerhetsmyndigheten anser att dammen inte medför fara. Ägaren till en klassificerad damm skall utarbeta ett kontrollprogram som lämnas in till dammsäkerhetsmyndigheten för godkännande. I syfte att klargöra den skaderisk som dammen medför ska ägaren till en klass 1-damm göra en utredning om den skaderisk för människor och egendom samt miljön som dammen medför. Dammsäkerhetsmyndigheten kan besluta att en riskutredning ska göras också för andra än klass 1-dammar, om detta behövs för att klassificera en damm. Dammägaren ska göra upp en plan för åtgärder vid en olycka eller störningar vid en klass 1-damm. Säkerhetsprogrammet för en damn ska innehålla en redogörelse för dammägarens egen beredskap i ovan nämnda situationer. Räddningsmyndigheten bedömer från fall till fall behovet av en åtgärdsplan enligt räddningslagen. Dammens ägare ska till dammsäkerhetsmyndighetens datasystem lämna de uppgifter som avses i dammsäkerhetsförordningen. Dammsäkerhetsmyndigheten och dammägaren ska för varje klassificerad damm förvara uppdaterade utskrifter ur datasystemet samt andra handlingar som är av betydelse med tanke på dammsäkerheten på så sätt att de är lättillgängliga vid eventuella störningar.
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Vastine tutkija Ville Okkosen artikkeliin: "Elinkeinoelämän yhteiskunnallinen aktivismi politiikan muutoksen taustavoimana 1970-luvulta 1980-luvulle" (HAik 3/2013, s. 293-306).