Sähkö- ja hybridiautojen voimansiirtojärjestelmien jännitetasot

Kasvihuonekaasu- ja hiilidioksidipäästöt ovat kasvaneet viimeisten vuosikymmenten aikana merkittävästi. Merkittävimpiä päästöjen lähteitä ovat liikenteessä ja energiantuotannossa käytetyt fossiiliset polttoaineet. Kaikista maailman kasvihuonepäästöistä liikenne aiheuttaa noin 13 %, josta yli 80 % on tieliikenteen aiheuttamia päästöjä. Jotta tieliikenteen ai-heuttamia päästöjä saataisiin vähennettyä on tieliikenteeseen kehitettävä yhä vähäpäästöisempiä ja päästöttömiä kulkuvälineitä. Tämä on ollut yksi päätekijä sähkö- ja hybridiautojen kehitykseen. Tässä kandidaatintyössä selvitetään sähkö- ja hybridiautoissa käytettyjä jännitetasoja sekä voimansiirtojärjestelmissä käytettyjä komponentteja. Työ rajoittuu ainoastaan henkilöautoihin, joista tarkastelun kohteena ovat sähkö-, hybridi- ja muunnossähköautot. Työssä tarkastellaan myös sähkö- ja hybridiautojen tulevaisuuden näkymiä turvallisuuden ja standardoinnin kannalta. Työssä esitettyjen tietojen perusteella saadaan selkeä näkemys siitä, miten käytetyt jännitetasot ja komponentit vaihtelevat eri autovalmistajien kesken. Korkeammat jännitetasot ovat energiatehokkuuden kannalta parempia, mutta aiheuttavat vaatimuksia käyttöturvallisuuteen liittyvissä kysymyksissä.

Rajaliikenteen turvallisuusselvitys : Liikenneturvallisuussuunnitelma Kaakkois-Suomen kansainvälisen liikenteen kuormittamalle tiestölle

Rajaliikenteen turvallisuusselvitys on osa rajan ylittävän liikenteen liikenneturvallisuusprojektia (ENPI CBC ”Cross-Border Road Traffic Safety” -project). Suunnittelualue rajautuu karkeasti valtateiden 6, 7 ja 15 muodostaman kolmion alueelle Kaakkois-Suomessa. Suunnittelun painopiste oli Vaalimaan, Nuijamaan ja Imatran raja-asemien lähialueiden maanteillä. Onnettomuusanalyysin mukaan tarkastelualueella tapahtui vuosina 2009–2012 yhteensä 670 liikenneonnettomuutta, jossa mukana oli ulkomaalainen kuljettaja. Ulkomaalaisen kuljettama raskas ajoneuvo osallisena 175 onnettomuudessa (26 %). Onnettomuusmäärät ovat lisääntyneet vuoden 2009 tasosta (samalla aikavälillä onnettomuusmäärät yleisesti vähentyneet Kaakkois-Suomessa). Kyselyn mukaan suomalaiset tienkäyttäjät kokevat kansainvälisestä liikenteestä aiheutuvan vaaratilanteita. Eniten vaaratilanteita aiheutuu vaarallisista ohituksista, äkkinäisistä liikkeistä ja ylinopeuksista. Ongelmien ja vaaratilanteiden uskotaan johtuvan suurimmaksi osaksi siitä, että Suomessa on erilainen liikennekulttuuri ulkomaalaisten kuljettajien kotimaahan verrattuna. Ulkomaalaisille liikkujille kohdistettuun kyselyyn vastanneet kuljettajat kokevat Suomen liikenteessä ongelmana hitaasti ajamisen (alhaiset nopeusrajoitukset), usean rekan letkat, pientareelle pysähtymisen sallimattomuuden sekä ylinopeudet. Ongelmien uskotaan johtuvan siitä, että liikennesääntöjä ei tunneta ja liikennekulttuuri sekä lainsäädäntö ovat erilaisia, myös vieras kieli aiheuttaa ongelmia. Vaaratilanteita ja ongelmia pystyttäisiin vähentämään tiedotuksella sekä opastuksen ja viitoituksen parantamiselle. Liikennevalvonnalla ei uskota olevan yhtä suurta vaikutusta. Sidosryhmät näkevät kansainvälisen liikenteen hyötyjä eniten kuntien elinkeinopuolella. Yritystoiminta vilkastuu, rajan läheiset alueet kehittyvät ja liikenneympäristöön investoidaan. Suurimmiksi haitoiksi nähdään liikenneväylien kuormittuminen, tieverkon nopeampi kuluminen, onnettomuusriskin kasvu ja lisääntyneen liikenteen aiheuttamat ympäristöhaitat sekä kansainvälisen liikenteen mukanaan tuoma rikollisuus ja harmaa talous. Ulkomaalaisten ongelmat Suomessa aiheutuvat pääasiassa erilaisesta liikennekulttuurista ja liikennekäyttäytymisestä. Vaaranpaikkoja ovat mm. eritasoliittymien rampit, ja lisäksi vieraskieliset opasteet vaikeuttavat liikkumista. Suuri osa toimenpideohjelmassa esitetyistä toimenpiteistä liittyy opastuksen ja viitoituksen sekä tiemerkintöjen parantamiseen. Lisäksi esitetään eri kokoluokan rakenteellisia toimenpiteitä sekä muita erillisiä selvityksiä vaativia toimenpiteitä. Ohjelman kustannusarvio on yhteensä 958 000 euroa. Liikenneympäristön lisäksi esitetään tiedotukseen ja valvontaan liittyviä toimenpiteitä, kuten raja-asemilla jaettava uusi opas- ja tietolehdykkä sekä näyttötaulut ajantasaisen liikennetiedon ja liikennesääntöjen jakamiseen raja-asemilla.

Etanoli liikennepolttoaineena Suomessa

Suomi on sitoutunut vähentämään liikenteen kasvihuonekaasupäästöjä ja lisäämään uusiutuvan energian käyttöä liikenteessä vuoteen 2020 mennessä. EU:n energiastrategian mukaisesti liikenteelle on asetettu 10 prosentin tavoiteosuus uusiutuvan energian osalta liikenteen energian loppukulutuksesta. EU:n tavoitteiden lisäksi Suomi on asettanut kansalliseksi tavoitteekseen uusiutuvan energian osuudeksi 20 prosenttia liikenteen energian loppukulutuksesta. Nestemäiset biopolttoaineet ovat laadukkaasti ja kestävästi tuotettuina nopea ja kustannustehokas tapa vähentää liikenteen kasvihuonekaasupäästöjä. Etanoli on maailman käytetyin liikenteen biopolttoaine. Maailman etanolin tuotannossa käytetään pääosin tärkkelys- ja sokeripitoisia raaka-aineita, kuten maissia ja sokeriruokoa. Pääosa Suomessa käytetystä etanolipolttoaineesta tuodaan ulkomailta. Ainoa Suomessa etanolia liikennekäyttöön tuottava yritys on St1 Biofuels Oy, joka käyttää etanolin tuotannossa jäteperäisiä raaka-aineita. Tulevaisuudessa yhtiö suunnittelee tuottavansa valtaosan Suomessa käytetystä etanolista selluloosapohjaisista raaka-aineista. Etanoli soveltuu käytettäväksi moottoripolttoaineena sellaisenaan, mutta useista käyttöteknisistä syistä sitä käytetään enimmäkseen bensiinikomponenttina. Suurin osa Suomessa käytetystä etanolista muodostuu moottoribensiineille asetetuista jakeluvelvoitteista. Korkeaseosetanolipolttoaineen (E85) käytölle suunnitelluissa FFV-ajoneuvoissa voidaan käyttää etanolin ja bensiinin seosta aina 85 tilavuusprosentin etanolipitoisuuteen asti. Lisäaineistettua etanolia voidaan myös käyttää dieselmoottorin polttoaineena. Tulevaisuudessa etanolipolttoaineen kulutus Suomessa keskittynee pääasiassa nykytilanteen mukaisesti etanolin käyttöön bensiinikomponenttina.

Gestion des ressources dans les réseaux cellulaires sans fil

L’émergence de nouvelles applications et de nouveaux services (tels que les applications multimédias, la voix-sur-IP, la télévision-sur-IP, la vidéo-sur-demande, etc.) et le besoin croissant de mobilité des utilisateurs entrainent une demande de bande passante de plus en plus croissante et une difficulté dans sa gestion dans les réseaux cellulaires sans fil (WCNs), causant une dégradation de la qualité de service. Ainsi, dans cette thèse, nous nous intéressons à la gestion des ressources, plus précisément à la bande passante, dans les WCNs. Dans une première partie de la thèse, nous nous concentrons sur la prédiction de la mobilité des utilisateurs des WCNs. Dans ce contexte, nous proposons un modèle de prédiction de la mobilité, relativement précis qui permet de prédire la destination finale ou intermédiaire et, par la suite, les chemins des utilisateurs mobiles vers leur destination prédite. Ce modèle se base sur : (a) les habitudes de l’utilisateur en terme de déplacements (filtrées selon le type de jour et le moment de la journée) ; (b) le déplacement courant de l’utilisateur ; (c) la connaissance de l’utilisateur ; (d) la direction vers une destination estimée ; et (e) la structure spatiale de la zone de déplacement. Les résultats de simulation montrent que ce modèle donne une précision largement meilleure aux approches existantes. Dans la deuxième partie de cette thèse, nous nous intéressons au contrôle d’admission et à la gestion de la bande passante dans les WCNs. En effet, nous proposons une approche de gestion de la bande passante comprenant : (1) une approche d’estimation du temps de transfert intercellulaire prenant en compte la densité de la zone de déplacement en terme d’utilisateurs, les caractéristiques de mobilité des utilisateurs et les feux tricolores ; (2) une approche d’estimation de la bande passante disponible à l’avance dans les cellules prenant en compte les exigences en bande passante et la durée de vie des sessions en cours ; et (3) une approche de réservation passive de bande passante dans les cellules qui seront visitées pour les sessions en cours et de contrôle d’admission des demandes de nouvelles sessions prenant en compte la mobilité des utilisateurs et le comportement des cellules. Les résultats de simulation indiquent que cette approche réduit largement les ruptures abruptes de sessions en cours, offre un taux de refus de nouvelles demandes de connexion acceptable et un taux élevé d’utilisation de la bande passante. Dans la troisième partie de la thèse, nous nous penchons sur la principale limite de la première et deuxième parties de la thèse, à savoir l’évolutivité (selon le nombre d’utilisateurs) et proposons une plateforme qui intègre des modèles de prédiction de mobilité avec des modèles de prédiction de la bande passante disponible. En effet, dans les deux parties précédentes de la thèse, les prédictions de la mobilité sont effectuées pour chaque utilisateur. Ainsi, pour rendre notre proposition de plateforme évolutive, nous proposons des modèles de prédiction de mobilité par groupe d’utilisateurs en nous basant sur : (a) les profils des utilisateurs (c’est-à-dire leur préférence en termes de caractéristiques de route) ; (b) l’état du trafic routier et le comportement des utilisateurs ; et (c) la structure spatiale de la zone de déplacement. Les résultats de simulation montrent que la plateforme proposée améliore la performance du réseau comparée aux plateformes existantes qui proposent des modèles de prédiction de la mobilité par groupe d’utilisateurs pour la réservation de bande passante.

Setilement of motor accidents claims with special reference to Kerala

The accident toll on our road traffic is staggering. Obviously this appalling toll of life and.health represents heavy economic loss in addition to human tragedy. the enormous increase in the number of motor vehicles with its rash, negligent and reckless use by unscrupulous, inexperienced and dangerous drivers in the most miserably managed roads coupled with concomitant hazards would draw our attention that Accident Prevention, and Accident compensation are thoroughly two compatiable aims. Proposed solutions to the traffic Problems abound. Preventive efforts concentrated on each of the variables the driver, the road and the vehicle are all being initiated. Still it is a Will the .Motor Vehicles are not considered as dangerous machines. Motoring activity is found useful.A competent and specially trained police force has to be created to deal with the traffic offences in a more scientific ways.The term ‘legal representative needs to be defined on the constructive aspects of relation and dependence.Services of legal aid and public counsels shall necessarily be extended to the poor Motor Accident victims.Timely reporting and timely investigation of Motor Accidents cases will reduce the number of fraudulent claims. There are instances where cases are taken in to investigation after several months of occurrence.It is hoped that the suggestions made above as a result of the present study, if pwgninto practice, may make a humble contribution to the prevention sssof motor accidents and to a faster and speedier settlement of motor accident compensation claims.

Stochastic processes and their applications semi-markov analysis of some inventory and queuing problems

This thesis analyses certain problems in Inventories and Queues. There are many situations in real-life where we encounter models as described in this thesis. It analyses in depth various models which can be applied to production, storag¢, telephone traffic, road traffic, economics, business administration, serving of customers, operations of particle counters and others. Certain models described here is not a complete representation of the true situation in all its complexity, but a simplified version amenable to analysis. While discussing the models, we show how a dependence structure can be suitably introduced in some problems of Inventories and Queues. Continuous review, single commodity inventory systems with Markov dependence structure introduced in the demand quantities, replenishment quantities and reordering levels are considered separately. Lead time is assumed to be zero in these models. An inventory model involving random lead time is also considered (Chapter-4). Further finite capacity single server queueing systems with single/bulk arrival, single/bulk services are also discussed. In some models the server is assumed to go on vacation (Chapters 7 and 8). In chapters 5 and 6 a sort of dependence is introduced in the service pattern in some queuing models.

Integração do elemento vegetal no edificado

Esta dissertação é muito mais do que um trabalho sobre ajardinamento de edifícios, pois pretende-se que seja uma ferramenta de ajuda em benefício da transformação de milhares de metros quadrados, das coberturas e das fachadas, muitas vezes negligenciados, em espaços verdes públicos beneficiando, não somente, os promotores imobiliários mas, acima de tudo os seus ocupantes e usufrutuários, que desta forma podem tirar partido de novos espaços de estar, ao ar livre. Enquanto a cidade, ao nível térreo, apresenta um aumento de tráfego rodoviário, com inegável poluição e confusão, é possível, desta forma, usufruir de um espaço aberto. Esta dissertação procura estudar os edifícios que já integram o elemento vegetal no seu conceito e que sejam um sucesso na forma como usam o elemento vegetal, de modo a divulgar as técnicas de construção, entender as decisões dos projectistas e o impacto nos utilizadores que habitam e usufruem dos espaços – Análise-Pós-Ocupação. Esta dissertação pretende demonstrar o quanto é importante que as cidades apresentem espaços verdes para uso da população. As zonas verdes existentes nas cidades são inequivocamente um importante indicador da qualidade ambiental existente nessas mesmas cidades. As coberturas e fachadas verdes arrefecem os edifícios, capturam e filtram as águas da chuva, proporcionam habitat à vida selvagem, reduzem o efeito de estufa das cidades, proporcionam uma preciosidade estética, uma experiência recreativa e por vezes comida, para os habitantes das cidades. Pretende-se assim, focar os benefícios humanos, sociais e naturais que se obtêm ao introduzir vegetação nas paredes, terraços, pátios e coberturas dos edifícios. Assim foi considerado útil usar uma metodologia para também analisar o tipo de espécies usadas nos estudos de caso, e determinar a necessidade de uma ferramenta para que a selecção vegetal respeite critérios de biodiversidade e melhor adaptabilidade aos ecossistemas locais, sabendo de antemão que não podem nem pretendem substituir os habitats naturais, que as cidades também podem e devem apresentar.

Positive schizotypy and trait dissociation as vulnerability factors for post-traumatic distress

Objective. This study investigated whether trait positive schizotypy or trait dissociation was associated with increased levels of data-driven processing and symptoms of post-traumatic distress following a road traffic accident. Methods. Forty-five survivors of road traffic accidents were recruited from a London Accident and Emergency service. Each completed measures of trait positive schizotypy, trait dissociation, data-driven processing, and post-traumatic stress. Results. Trait positive schizotypy was associated with increased levels of data-driven processing and post-traumatic symptoms during a road traffic accident, whereas trait dissociation was not. Conclusions. Previous results which report a significant relationship between trait dissociation and post-traumatic symptoms may be an artefact of the relationship between trait positive schizotypy and trait dissociation.

Remarkable dynamics of nanoparticles in the urban atmosphere

Nanoparticles emitted from road traffic are the largest source of respiratory exposure for the general public living in urban areas. It has been suggested that the adverse health effects of airborne particles may scale with the airborne particle number, which if correct, focuses attention on the nanoparticle (less than 100 nm) size range which dominates the number count in urban areas. Urban measurements of particle size distributions have tended to show a broadly similar pattern dominated by a mode centred on 20–30 nm diameter particles emitted by diesel engine exhaust. In this paper we report the results of measurements of particle number concentration and size distribution made in a major London park as well as on the BT Tower, 160 m high. These measurements taken during the REPARTEE project (Regents Park and BT Tower experiment) show a remarkable shift in particle size distributions with major losses of the smallest particle class as particles are advected away from the traffic source. In the Park, the traffic related mode at 20–30 nm diameter is much reduced with a new mode at <10 nm. Size distribution measurements also revealed higher number concentrations of sub-50 nm particles at the BT Tower during days affected by higher turbulence as determined by Doppler Lidar measurements and indicate a loss of nanoparticles from air aged during less turbulent conditions. These results suggest that nanoparticles are lost by evaporation, rather than coagulation processes. The results have major implications for understanding the impacts of traffic-generated particulate matter on human health.

How much information is lost by using global-mean climate metrics? an example using the transport sector

Metrics are often used to compare the climate impacts of emissions from various sources, sectors or nations. These are usually based on global-mean input, and so there is the potential that important information on smaller scales is lost. Assuming a non-linear dependence of the climate impact on local surface temperature change, we explore the loss of information about regional variability that results from using global-mean input in the specific case of heterogeneous changes in ozone, methane and aerosol concentrations resulting from emissions from road traffic, aviation and shipping. Results from equilibrium simulations with two general circulation models are used. An alternative metric for capturing the regional climate impacts is investigated. We find that the application of a metric that is first calculated locally and then averaged globally captures a more complete and informative signal of climate impact than one that uses global-mean input. The loss of information when heterogeneity is ignored is largest in the case of aviation. Further investigation of the spatial distribution of temperature change indicates that although the pattern of temperature response does not closely match the pattern of the forcing, the forcing pattern still influences the response pattern on a hemispheric scale. When the short-lived transport forcing is superimposed on present-day anthropogenic CO2 forcing, the heterogeneity in the temperature response to CO2 dominates. This suggests that the importance of including regional climate impacts in global metrics depends on whether small sectors are considered in isolation or as part of the overall climate change.

Asymptotic behavior at infinity of solutions of multidimensional second kind integral equations

We consider second kind integral equations of the form x(s) - (abbreviated x - K x = y ), in which Ω is some unbounded subset of Rn. Let Xp denote the weighted space of functions x continuous on Ω and satisfying x (s) = O(|s|-p ),s → ∞We show that if the kernel k(s,t) decays like |s — t|-q as |s — t| → ∞ for some sufficiently large q (and some other mild conditions on k are satisfied), then K ∈ B(XP) (the set of bounded linear operators on Xp), for 0 ≤ p ≤ q. If also (I - K)-1 ∈ B(X0) then (I - K)-1 ∈ B(XP) for 0 < p < q, and (I- K)-1∈ B(Xq) if further conditions on k hold. Thus, if k(s, t) = O(|s — t|-q). |s — t| → ∞, and y(s)=O(|s|-p), s → ∞, the asymptotic behaviour of the solution x may be estimated as x (s) = O(|s|-r), |s| → ∞, r := min(p, q). The case when k(s,t) = к(s — t), so that the equation is of Wiener-Hopf type, receives especial attention. Conditions, in terms of the symbol of I — K, for I — K to be invertible or Fredholm on Xp are established for certain cases (Ω a half-space or cone). A boundary integral equation, which models three-dimensional acoustic propaga-tion above flat ground, absorbing apart from an infinite rigid strip, illustrates the practical application and sharpness of the above results. This integral equation mod-els, in particular, road traffic noise propagation along an infinite road surface sur-rounded by absorbing ground. We prove that the sound propagating along the rigid road surface eventually decays with distance at the same rate as sound propagating above the absorbing ground.

High-resolution (space, time) anthropogenic heat emissions: London 1970-2025

The anthropogenic heat emissions generated by human activities in London are analysed in detail for 2005–2008 and considered in context of long-term past and future trends (1970–2025). Emissions from buildings, road traffic and human metabolism are finely resolved in space (30 min) and time (200 × 200 m2). Software to compute and visualize the results is provided. The annual mean anthropogenic heat flux for Greater London is 10.9 W m−2 for 2005–2008, with the highest peaks in the central activities zone (CAZ) associated with extensive service industry activities. Towards the outskirts of the city, emissions from the domestic sector and road traffic dominate. Anthropogenic heat is mostly emitted as sensible heat, with a latent heat fraction of 7.3% and a heat-to-wastewater fraction of 12%; the implications related to the use of evaporative cooling towers are briefly addressed. Projections indicate a further increase of heat emissions within the CAZ in the next two decades related to further intensification of activities within this area.

Remarkable dynamics of nanoparticles in the urban atmosphere

Nanoparticles emitted from road traffic are the largest source of respiratory exposure for the general public living in urban areas. It has been suggested that adverse health effects of airborne particles may scale with airborne particle number, which if correct, focuses attention on the nanoparticle (less than 100 nm) size range which dominates the number count in urban areas. Urban measurements of particle size distributions have tended to show a broadly similar pattern dominated by a mode centred on 20–30 nm diameter emitted by diesel engine exhaust. In this paper we report the results of measurements of particle number concentration and size distribution made in a major London park as well as on the BT Tower, 160 m aloft. These measurements taken during the REPARTEE project (Regents Park and BT Tower experiment) show a remarkable shift in particle size distributions with major losses of the smallest particle class as particles are advected away from the traffic source. In the Park, the traffic related mode at 20–30 nm diameter is much reduced with a new mode at <10 nm. Size distribution measurements also revealed higher number concentrations of sub-50 nm particles at the BT Tower during days affected by higher turbulence as determined by Doppler Lidar measurements and are indicative of loss of nanoparticles from air aged during less turbulent conditions. These results are suggestive of nanoparticle loss by evaporation, rather than coagulation processes. The results have major implications for understanding the impacts of traffic-generated particulate matter on human health.

Review of the effectiveness of vehicle activated signs

This paper reviews the effectiveness of vehicle activated signs. Vehicle activated signs are being reportedly used in recent years to display dynamic information to road users on an individual basis in order to give a warning or inform about a specific event. Vehicle activated signs are triggered individually by vehicles when a certain criteria is met. An example of such criteria is to trigger a speed limit sign when the driver exceeds a pre-set threshold speed. The preset threshold is usually set to a constant value which is often equal, or relative, to the speed limit on a particular road segment. This review examines in detail the basis for the configuration of the existing sign types in previous studies and explores the relation between the configuration of the sign and their impact on driver behavior and sign efficiency. Most of previous studies showed that these signs have significant impact on driver behavior, traffic safety and traffic efficiency. In most cases the signs deployed have yielded reductions in mean speeds, in speed variation and in longer headways. However most experiments reported within the area were performed with the signs set to a certain static configuration within applicable conditions. Since some of the aforementioned factors are dynamic in nature, it is felt that the configurations of these signs were thus not carefully considered by previous researchers and there is no clear statement in the previous studies describing the relationship between the trigger value and its consequences under different conditions. Bearing in mind that different designs of vehicle activated signs can give a different impact under certain conditions of road, traffic and weather conditions the current work suggests that variable speed thresholds should be considered instead.

Estimated Number and Location of Future Moose-Vehicle Collisions (MVC) in Maine

Moose (Alces alces) are a keystone herbivore in Maine. Because of the large number of rural roads in Maine, there is a high rate of moose-vehicle collisions (MVCs), which is increasing. On-road encounters with animals resulted in 231 fatalities in the United States in 1999. Because of the fatality of MVCs, it is important to know where they are most likely to occur. I used GIS analysis to estimate where future MVCs would occur, factoring in the variables of land cover suitability for moose, distance from water bodies, locations of past MVCs, and speed limits on the roads. I ran four different analyses, each one weighting the variables equally. I also ran a regression to determine if increasing road speed was associated with the increase in the number of MVCs per length of road. There was not a strong positive relationship between the number of MVCs per length of road and the speed limit, but it was interesting to note that there were more MVCs per length of road on 35mph and 40mph roads than on 45, 50, 55 or 65mph roads. Future research on MVCs would benefit from the inclusion of include moose population density and road traffic data.