The report features the technical fundamentals, implementation, results and discussions within the field of mobile application development in the game industry. The thesis explored the game industry from within the industry, as the purpose was to further expand the game concept of the PC game theHunter by using a mobile platform. In the age of the multi-touch smartphone, applications are a huge and competitive industry withmany interesting development approaches. Using the fundamental principles of system architecture and interface design for mobile development, a game companion application based in an Android environment was developed. Game data was provided by the game development studio Expansive Worlds. The results showed support for the platform, but clearly states that further development is needed to actually explore the mobile market further. Implications for the results of the study and future tasks are discussed.

A number of interventional procedures such as cardiac catheterization, angiography and the deployment of endovascular devices are routinely performed using x-ray fluoroscopy. To minimize the patient’s exposure to ionizing radiation, each fluoroscopic image is acquired using a very low x-ray exposure (~ 1 uR at the detector). At such an exposure, most semiconductor-based digital flat panel detectors (FPD) are not x-ray quantum noise limited (QNL) due to the presence of electronic noise which substantially degrades their imaging performance. The goal of this thesis was to investigate how a FPD based on amorphous selenium (a-Se) with internal avalanche multiplication gain could be used for QNL fluoroscopic imaging at the lowest clinical exposures while satisfying all of the requirements of a FPD for interventional radiology. Towards this end, it was first determined whether a-Se can reliably provide avalanche multiplication gain in the solid-state. An experimental method was developed which enabled the application of sufficiently large electric field strengths across the a-Se. This method resulted in avalanche gains as high as 10000 at an applied field of 105 V/um using optical excitation. This was the first time such high avalanche gains have been reported in a solid-state detector based on an amorphous material. Secondly, it was investigated how the solid-state a-Se avalanche detector could be used to image X-rays at diagnostic radiographic energies (~ 75 kVp). A dual-layered direct-conversion FPD architecture was proposed. It consisted of an x-ray drift region and a charge avalanche multiplication region and was found to eliminate depth-dependent gain fluctuation noise. It was shown that electric field strength non-uniformities in the a-Se do not degrade the detective quantum efficiency (DQE). Lastly, it was determined whether the solid-state a-Se avalanche detector satisfies all of the requirements of interventional radiology. Experimental results have shown that the total noise produced by the detector is negligible and that QNL operation at the lowest fluoroscopic exposures is indeed possible without any adverse effects occurring at much larger radiographic exposures. In conclusion, no fundamental obstacles were found preventing the use of avalanche a-Se in next-generation solid-state QNL FPDs for use in interventional radiology.

River blockages formed by rock avalanches appear to pose a higher hazard potential than other landslide dams, given the extreme run-out distances and volumes of rock avalanche deposits. Recent research has identified rock avalanche deposits to have internal sedimentology consisting of a coarse surficial material (carapace) and a finer fragmented interior (body) potentially of critical importance to rock-avalanche dam stability. Physical scale modelling of overtopping failure and breach development in rock avalanche dams was used to quantify the influence of this sedimentology on critical breach parameters, and their prediction using existing embankment dam breach technologies. Results from this study indicate that the time to failure for rock avalanche dams is approximately twice that observed for homogeneous dams due to the armouring properties of the carapace; and that peak discharge is not significantly affected by sedimentology. While application of empirical, parametric, dimensional and physically based models indicated that uncertainty associated with predicted dam break discharges could range from ±19% to ±107%, no modelling technique was able to simulate the armouring phenomenon adequately. Comparison of actual and simulated breach evolution shows linear assumptions of breach depth and width development (as observed in homogeneous dams) to be incorrect. In the context of hazard management, the results suggest that empirical regression relationships should be used for rapid assessment of potential dam break flood magnitude.

This Masters Thesis describes the continuation of the Snow Probe development. The focus of this project was to establish the rotational shear vane as a useful tool in avalanche safety work as well as develop a robust method for measuring the applied torque. A new and novel way of measuring the torque on a rotational shear vane has been developed to illustrate its effectiveness. The new system measures the power supplied to a cordless drill to get an indication of the applied torque. This was done because it was found that the earlier method of using a strain gauge/cantilever system repeatedly failed to work, largely due to complexity. The snow probe in its present embodiment has been shown to provide a good clear indication of the snow profile under easily repeated circumstances. Shear strength results are at this stage not sufficiently for reliable quantitative results. However the probe in its present form is able to give pictorial impressions of the snow pack that compare well to current hand hardness profiles derived from snow pit methods. Even in its current form the snow probe is able to collect useful snow profile data in a matter of minutes, much quicker than conventional snow pit methods. A loose relationship was found to exist between the approach angle of a shear vane blade and the clarity of the snow profile. These relationships are relatively inaccurate at present due to lack of rotational velocity data and therefore pproach angle data. It is believed that the addition of a rotation counter would greatly increase the accuracy of the probe results and enable a shear strength profile to be quantified. Further developments and testing are underway with a view to forming a company around the snow probe.

A number of interventional procedures such as cardiac catheterization, angiography and the deployment of endovascular devices are routinely performed using x-ray fluoroscopy. To minimize the patient’s exposure to ionizing radiation, each fluoroscopic image is acquired using a very low x-ray exposure (~ 1 uR at the detector). At such an exposure, most semiconductor-based digital flat panel detectors (FPD) are not x-ray quantum noise limited (QNL) due to the presence of electronic noise which substantially degrades their imaging performance. The goal of this thesis was to investigate how a FPD based on amorphous selenium (a-Se) with internal avalanche multiplication gain could be used for QNL fluoroscopic imaging at the lowest clinical exposures while satisfying all of the requirements of a FPD for interventional radiology. Towards this end, it was first determined whether a-Se can reliably provide avalanche multiplication gain in the solid-state. An experimental method was developed which enabled the application of sufficiently large electric field strengths across the a-Se. This method resulted in avalanche gains as high as 10000 at an applied field of 105 V/um using optical excitation. This was the first time such high avalanche gains have been reported in a solid-state detector based on an amorphous material. Secondly, it was investigated how the solid-state a-Se avalanche detector could be used to image X-rays at diagnostic radiographic energies (~ 75 kVp). A dual-layered direct-conversion FPD architecture was proposed. It consisted of an x-ray drift region and a charge avalanche multiplication region and was found to eliminate depth-dependent gain fluctuation noise. It was shown that electric field strength non-uniformities in the a-Se do not degrade the detective quantum efficiency (DQE). Lastly, it was determined whether the solid-state a-Se avalanche detector satisfies all of the requirements of interventional radiology. Experimental results have shown that the total noise produced by the detector is negligible and that QNL operation at the lowest fluoroscopic exposures is indeed possible without any adverse effects occurring at much larger radiographic exposures. In conclusion, no fundamental obstacles were found preventing the use of avalanche a-Se in next-generation solid-state QNL FPDs for use in interventional radiology.

The demand of nature tourism is increasing and new ways to satisfy tourists are necessary. The goal with this report was to answer that demand by exploring the possibilities for back country skiing north of Torneträsk. This area was chosen because it is unexplored. This has been succeeded by an extensive fieldwork. Aspects like topography, routes, slope angles and geological places of interests where recorded. The results has shown that back country skiing is well suited for this area and poses no negative impact on the natural habitat. A total of 12 mountain tops have been documented including routes and geology.

In this thesis, one finalist cipher of the Advanced Encryption Standard (AES) block cipher contest, Twofish proposed by Schneier et al, is studied in order to observe the validity of the statement made by Arikan about the randomness of the cipher, which contradicts National Institute of Standards and Technology (NIST)&rsquo / s results. The strength of the cipher to cryptanalytic attacks is investigated by measuring its randomness according to the avalanche criterion. The avalanche criterion results are compared with those of the Statistical Test Suite of the NIST and discrepancies in the second and third rounds are explained theoretically.

The Wanganui-Wilberg landslide lies between Hokitika and Franz Josef townships, at the entrance of Harihari, on the true left bank of the Wanganui River, by State Highway 6. This apparently co-seismic landslide belongs to the class of events called rock avalanches - powerful destructive agents (Keefer, 1984) in the landscape. Other rock avalanches are numerous (Whitehouse, 1983), and widespread over the Southern Alps of New Zealand, and many appear to be co-seismic. De Mets et al. (1994) used the model NUVEL-1A to characterize the motion of the Alpine fault: 37 mm/year at an azimuth of 071° for the strike-slip and a dip-slip of 10 mm/year normal to the strike direction. Although linear when seen from the sky, the detailed morphology of the fault is more complex, called en échelon (Norris and Cooper, 1997). It exhibits metamorphosed schists (mylonite series) in its hanging wall (McCahon, 2007; Korup, 2004). Earthquakes on the Alpine fault have a recurrence time of c. 200-300 years and a probability of occurrence within 100 years of 88% (Rhoades and Van Dissen, 2002). Thought to have been triggered by the AD1220 event (determined by dendrochronology), the Wanganui-Wilberg rock avalanche deposit represents only 20% of its original volume, which was c. 33 million cubic metres. The deposit probably dammed the Wanganui River and, as a result, created a small and short-lived lake upstream. The next earthquake capable of triggering such events is likely to occur fairly soon (Yetton, 1998). Knowledge of historic catastrophic events such as the Wanganui-Wilberg rock avalanche is of crucial importance in the development of future hazard and management plans.

La quantification du risque avalanche à long terme dans un but de zonage et d'optimisation des moyens de protection est fait dans la plupart des pays sur la base de la connaissance des événements de forte intensité. Ces approches fondées sur les périodes de retours, centrées uniquement sur l'aléa, ne considèrent pas explicitement les éléments à risque étudiés (bâtiments, personnes à l'intérieur, etc.) et négligent les possibles contraintes budgétaires. Afin de palier à ces limitations, les méthodes de zonage basés sur le risque et les analyses coût-bénéfice ont récemment émergées. Elles combinent la distribution de l'aléa avec les relations de vulnérabilité des éléments étudiés. Ainsi, l'évaluation systématisée de la vulnérabilité des bâtiments permet de mieux quantifier le risque dans un couloir d'avalanche donné. Cependant, en pratique, les relations de vulnérabilité disponibles restent principalement limitées à de rares estimations empiriques déduites de l'analyse de quelques catastrophes survenues. De plus, les méthodes existantes basées sur le risque font face à des calculs encore lourds, et les hypothèses sur la modélisation de l'aléa sont discutables (choix de quelques scénarios, faible considération des valeurs extrêmes, etc.). Dans cette thèse, ces problèmes sont abordés en construisant grâce à une approche fiabiliste des relations de fragilité de différents configurations de bâtiments en béton armé (BA) sollicités par des avalanches de neige et également des relations de fragilité pour les personnes potentiellement à l'intérieur de ces bâtiments. Ces relations sont ensuite utilisées dans un cadre de quantification du risque et de recherche de structure de défense optimale. L'apport de cette thèse est donc l'enrichissement de la caractérisation de la vulnérabilité et du risque face aux avalanches par des approches de complexités variables utilisables en fonction de la spécificité du cas et du temps imparti pour conduire l'étude. La thèse est composée de quatre volets. D'abord, les courbes de fragilité associées à différents états limites de murs en BA soumis au chargement uniforme d'une avalanche sont obtenues à partir d'approches classiques de dimensionnement du BA. Ensuite, l'approche est étendue à des modèles numériques de bâtis plus riches (modèle masse-ressort) permettant de décrire en particulier l'évolution temporelle de la réponse du système. A partir de ces relations de fragilité, de nouvelles relations pour les personnes à l'intérieur de ces bâtiments sont proposées. Ces relations pour les bâtiments et les personnes sont utilisées dans une analyse complète de sensibilité du risque. Enfin, une formule analytique du risque basée sur la statistique des valeurs extrêmes est proposée pour efficacement quantifier le risque et obtenir une caractéristique optimale de digue paravalanche. / Long term avalanche risk quantification for mapping and the design of defense structures is done in mostcountries on the basis of high magnitude events. Such return period/level approaches, purely hazardoriented,do not consider elements at risk (buildings, people inside, etc.) explicitly, and neglect possiblebudgetary constraints. To overcome these limitations, risk based zoning methods and cost-benefit analyseshave emerged recently. They combine the hazard distribution and vulnerability relations for the elementsat risk. Hence, the systematic vulnerability assessment of buildings can lead to better quantify the riskin avalanche paths. However, in practice, available vulnerability relations remain mostly limited to scarceempirical estimates derived from the analysis of a few catastrophic events. Besides, existing risk-basedmethods remain computationally intensive, and based on discussable assumptions regarding hazard modelling(choice of few scenarios, little consideration of extreme values, etc.). In this thesis, we tackle theseproblems by building reliability-based fragility relations to snow avalanches for several building types andpeople inside them, and incorporating these relations in a risk quantification and defense structure optimaldesign framework. So, we enrich the avalanche vulnerability and risk toolboxes with approaches of variouscomplexity, usable in practice in different conditions, depending on the case study and on the time availableto conduct the study. The developments made are detailed in four papers/chapters.In paper one, we derive fragility curves associated to different limit states for various reinforced concrete(RC) buildings loaded by an avalanche-like uniform pressure. Numerical methods to describe the RCbehaviour consist in civil engineering abacus and a yield line theory model, to make the computations asfast as possible. Different uncertainty propagation techniques enable to quantify fragility relations linkingpressure to failure probabilities, study the weight of the different parameters and the different assumptionsregarding the probabilistic modelling of the joint input distribution. In paper two, the approach is extendedto more complex numerical building models, namely a mass-spring and a finite elements one. Hence, muchmore realistic descriptions of RC walls are obtained, which are useful for complex case studies for whichdetailed investigations are required. However, the idea is still to derive fragility curves with the simpler,faster to run, but well validated mass-spring model, in a “physically-based meta-modelling” spirit. Inpaper three, we have various fragility relations for RC buildings at hand, thus we propose new relationsrelating death probability of people inside them to avalanche load. Second, these two sets of fragilitycurves for buildings and human are exploited in a comprehensive risk sensitivity analysis. By this way,we highlight the gap that can exist between return period based zoning methods and acceptable riskthresholds. We also show the higher robustness to vulnerability relations of optimal design approaches ona typical dam design case. In paper four, we propose simplified analytical risk formulas based on extremevalue statistics to quantify risk and perform the optimal design of an avalanche dam in an efficient way. Asensitivity study is conducted to assess the influence of the chosen statistical distributions and flow-obstacleinteraction law, highlighting the need for precise risk evaluations to well characterise the tail behaviour ofextreme runouts and the predominant patterns in avalanche - structure interactions.

Made available in DSpace on 2014-10-09T12:42:33Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T14:02:06Z (GMT). No. of bitstreams: 0 / No presente trabalho são apresentados resultados referentes ao primeiro coeficiente Townsend de ionização (α) no isobutano puro, para a faixa de campo elétrico reduzido (E/N) de 145 até194 Td. A configuração do aparato experimental consiste de uma configuração semelhante a uma RPC, com o anodo constituído por um vidro de elevada resistividade (2 x 1012 Ωcm) e um catodo metálico, ligado diretamente a um eletrômetro, onde fotoelétrons são produzidos pela incidência de um feixe de laser pulsado. O coeficiente α é determinado por meio da medição da corrente elétrica em regime de ionização primária e em regime de avalanche. Uma vez que, para o isobutano puro não há valores experimentais disponíveis na literatura, para a faixa de E/N analisada por este trabalho, os valores obtidos foram comparados com os resultados da simulação Magboltz 2. Os estudos incluíram a determinação do coeficiente α para diferentes taxas de repetição e intensidades do feixe de laser. Como a relação entre a carga rápida e a total relaciona-se com o primeiro coeficiente de Townsend, estudos relativos à contribuição iônica e eletrônica para a corrente média também foram realizados. Como existem poucos resultados disponíveis na literatura referentes às secções de choque de colisão e parâmetros de transporte para o isobutano é comum considerar os resultados de seu isômero estrutural: o n-butano. Assim, a fim de realizar uma análise comparativa, o coeficiente α foi determinado também para o n-butano. / Tese (Doutoramento) / IPEN/T / Instituto de Pesquisas Energeticas e Nucleares - IPEN-CNEN/SP