Indium foil with beryllia washer improves transistor heat dissipation

Indium foil, used as an interface material in transistor mountings, greatly reduces the thermal resistance of beryllia washers. This method improves the heat dissipation of power transistors in a vacuum environment

The Golden Retriever Rule: Alaska’s Identity Privilege for Animal Adoption Agencies and for Adoptive Animal Owners

Sedan 1900-talets mitt har användandet av tegelkonstruktioner i bostadsbyggandet minskat kraftigt; materialet har under modernismen upplevts otidsenligt och byggnadssättet har ansetts ineffektivt. Trots att kanalmurstekniken, som är en byggteknik med bärande tegelkonstruktion och högt isoleringsvärde, togs fram på 1930-talet för att följa hårdare energihushållningskrav, har ändå lätta träregelkonstruktioner dominerat det svenska småhusbyggandet. Kraven på energihushållning har under åren ökat successivt och livscykelanalysen (LCA) har utvecklats. LCA är en metodik som analyserar produkters eller tjänsters klimatbelastning ur livscykelperspektiv. Svårigheter har dock funnits i att omsätta metodiken på större komponenter än enskilda material. Därför har europastandarder tagits fram som enkom tjänar till att systematisera livscykelanalyser av hela byggnader och de kommer att följas i denna studie. Syftet med examensarbetet är att jämföra hur ett typhus med tegel som stommaterial belastar miljön under produktion och drift i en livscykel satt till 100 år, jämfört med ett motsvarande trätyphus. Till tegelhusets nackdel talar den höga energiåtgången vid materialframställningen. Trä å sin sida löper stor risk för förkortad livscykel i och med riskerna för fuktskador. För att undersöka skillnaderna i trä- och tegelkonstruktioner har en typhusritning i kanalmurskonstruktion analyserats mot en motsvarande träkonstruktion, där byggnadstyperna har samma boarea och väggkonstruktionerna samma värmemotstånd. För att få fram husens skillnad energiåtgång under driftskedet har energibehovsberäkningar utförts för byggnaderna. Livscykelanalysen har utförts i programvaran Anavitor utifrån 3D-modeller med byggnadsinformation som matchas mot en materialdatabas med livscykeldata. Ur jämförelsen har resultat kunnat hämtas på vilken av konstruktionerna som belastar miljön minst över livscykeln, med avseende på klimatbelastning räknat i koldioxidekvivalenter. Resultat visar att ett tegelhus belastar miljön dubbelt så mycket som ett trähus i produktionsfasen medan tegelhuset är miljövänligare avseende underhåll och drift. Efter 100 år är skillnaden 7,3 ton koldioxidekvivalenter, till trähusets fördel. Enligt livscykelanalysen har byggnaderna, enligt de antaganden som gjorts, belastat miljön lika efter 168 år. Till tegelhusets fördel talar dess säkerhet gällande livslängd, beständighet, fuktsäkerhet och goda möjlighet till återbruk av stommaterialet.Since the mid-1900s has brick building marginalized; the material has in the modernist era been experienced as dated and the construction method considered inefficient. In the 1930s the canal wall technique were developed to meet the coming stringent energy requirements. Despite opportunities to meet modern building norms have yet lightweight timber structures dominated the Swedish construction sector concerning single-family houses since then. The requirements for energy conservation have increased over the years to an even greater degree, and Life Cycle Assessment (LCA) has been developed; a methodology that analyzes products from a life cycle perspective. There have been difficulties to put the methodology on larger components than individual materials. Therefore, European Standards have been developed that specifically serve to systematize Life Cycle Assessments of entire buildings, which will be followed in this study. The purpose of this study is to compare which impact a standard house with brick structure has a on the environment in a lifecycle set to 100 years, compared with a corresponding timber structure. To the disadvantage for a brick house speaks the high energy consumption in material production. Timber structures at their part are at high risk for shortened life cycle due to risk of moisture damage. To examine the differences in wood and brick structures has a standard house drawing in canal wall technique been analyzed against a corresponding wooden construction. The building types have the same floor area and the wall constructions have the same heat resistance. To receive the differences in energy use during the operational phase between the buildings has energy calculations been made. The life cycle analysis has been performed in the software Anavitor based on 3D models with building information that is matched against a database of materials life cycle data. The results from the comparison are measured in terms of carbon dioxide equivalents, and will show which construction type will make least impact on the environment. Results show that a brick house has doubled environmental impact compared to a wooden house in the production phase. The brick house is a better alternative concerning environmental impact during operational phase and maintenance. After 100 years, the difference is 7,3 tons of carbon dioxide equivalents to the advantage of the wooden house. According to the LCA and the assumptions made, the buildings have charged the environment equally after 168 years. To the advantage of the brick house speaks its longevity, durability, moisture resistance and good opportunity for reuse of the bricks

A New Approximation of the Schur Complement in Preconditioners for PDE Constrained Optimization

Saddle point systems arise widely in optimization problems with constraints. The utility of Schur complement approximation is now broadly appreciated in the context of solving such saddle point systems by iteration. In this short manuscript, we present a new Schur complement approximation for PDE constrained optimization, an important class of these problems. Block diagonal and block triangular preconditioners have previously been designed to be used to solve such problems along with MINRES and non-standard Conjugate Gradients respectively; with appropriate approximation blocks these can be optimal in the sense that the time required for solution scales linearly with the problem size, however small the mesh size we use. In this paper, we extend this work to designing such preconditioners for which this optimality property holds independently of both the mesh size and of the Tikhonov regularization parameter \beta that is used. This also leads to an effective symmetric indefinite preconditioner that exhibits mesh and \beta-independence. We motivate the choice of these preconditioners based on observations about approximating the Schur complement obtained from the matrix system, derive eigenvalue bounds which verify the effectiveness of the approximation, and present numerical results which show that these new preconditioners work well in practice

Growth and maturity of salmon sharks (Lamna ditropis) in the eastern and western North Pacific, and comments on back-calculation methods

Age and growth estimates for salmon sharks (Lamna ditropis) in the eastern North Pacific were derived from 182 vertebral centra collected from sharks ranging in length from 62.2 to 213.4 cm pre-caudal length (PCL) and compared to previously published age and growth data for salmon sharks in the western North Pacific. Eastern North Pacific female and male salmon sharks were aged up to 20 and 17 years, respectively. Relative marginal increment (RMI) analysis showed that postnatal rings form annually between January and March. Von Bertalanffy growth parameters derived from vertebral length-at-age data are L∞ =207.4 cm PCL, k=0.17/yr, and t0=−2.3 years for females (n=166), and L∞ =182.8 cm PCL, k=0.23/yr , and t0=−1.9 years for males (n=16). Age at maturity was estimated to range from six to nine years for females (median pre-caudal length of 164.7 cm PCL) and from three to five years old for males (median precaudal length of 124.0 cm PCL). Weight-length relationships for females and males in the eastern North Pacific are W=8.2 × 10_05 × L2.759 –06 × L3.383 (r2 =0.99) and W=3.2 × 10 (r2 =0.99), respectively. Our results show that female and male salmon sharks in the eastern North Pacific possess a faster growth rate, reach sexual maturity earlier, and attain greater weight-at-length than their same-sex counterparts living in the western North Pacific

Sensitivity analysis of EUROSEM using Monte Carlo simulation II::the effect of rills and rock fragments

A sensitivity analysis of the surface and catchment characteristics in the European soil erosion model (EUROSEM) was carried out with special emphasis on rills and rock fragment cover. The analysis focused on the use of Monte Carlo simulation but was supplemented by a simple sensitivity analysis where input variables were increased and decreased by 10%. The study showed that rock fragments have a significant effect upon the static output parameters of total runoff, peak flow rate, total soil loss and peak sediment discharge, but with a high coefficient of variation. The same applied to the average hydrographs and sedigraphs although the peak of the graphs was associated with a low coefficient of variation. On average, however, the model was able to simulate the effect of rock fragment cover quite well. The sensitivity analysis through the Monte Carlo simulation showed that the model is particularly sensitive to changes in parameters describing rills and the length of the plane when no rock fragments are simulated but that the model also is sensitive to changes in the fraction of non-erodible material and interrill slope when rock fragments were embedded in the topsoil. For rock fragments resting on the surface, changes in parameter values did not affect model output significantly. The simple sensitivity analysis supported the findings from the Monte Carlo simulation and illustrates the importance when choosing input parameters to describe both rills and rock fragment cover when modelling with EUROSEM

Fast iterative solvers for convection-diffusion control problems

In this manuscript, we describe effective solvers for the optimal control of stabilized convection-diffusion problems. We employ the local projection stabilization, which we show to give the same matrix system whether the discretize-then-optimize or optimize-then-discretize approach for this problem is used. We then derive two effective preconditioners for this problem, the �first to be used with MINRES and the second to be used with the Bramble-Pasciak Conjugate Gradient method. The key components of both preconditioners are an accurate mass matrix approximation, a good approximation of the Schur complement, and an appropriate multigrid process to enact this latter approximation. We present numerical results to demonstrate that these preconditioners result in convergence in a small number of iterations, which is robust with respect to the mesh size h, and the regularization parameter β, for a range of problems