Simulations assuming open-pit mines and different cessation landscapes of open-pit mines with urbanization were performed with a non-hydrostatic meteorological model. The possible enhancement or counteracting of the atmospheric responses to these simultaneously occurring (= accumulated) land-use changes are examined applying a formula drived from the principle of superposition. Although accumulated land-use changes substantially affect the local water and energy fluxes and significantly influence cloud and precipitation microphysics, they do not necessarily provide more significant changes in these quantities than the change of different land-use types to only one land-use type (=single land-use changes). Where the atmospheric responses to accumulated land-use changes are enhanced or inhibited, depends on the thermal, dynamical and hydrologic characteristics of the undergoing accumulated land-use changes as well as on the land-use adjacent to the land-use conversion. In regions dominated by drier surfaces (e.g., agriculture), no enhancement or counteraction according to the principle of superposition could be detected in this study. / Simulationen mit einer Tagebaulandschaft sowie verschiedenen Tagebaufolgelandschaften inklusive Urbanisierung wurden mit einem nicht-hydrostatischen meteorologischen Modell durchgeführt. Eine mögliche Verstärkung oder Abschwächung der atmosphärischen Reaktion auf gleichzeitig auftretende (akkumulierte) Landnutzungsänderungen wird mittels einer auf dem Prinzip der Superposition erstellten Formel untersucht. Obgleich die akkumulierten Landnutzungsänderungen die lokalen Energie- und Wasserflüsse merklich sowie die Wolken und Niederschlagsmikrophysik signifikant beeinflussen, führen sie nicht notwendigerweise zu stärkeren Änderungen dieser Größen als einfache Landnutzungsänderungen. Wo sich akkumulierte Landnutzungsänderungen in ihrer Wirkung auf die Atmosphäre verstärken oder abschwächen, hängt davon ab, wie stark sich die dynamischen, hydrologischen und energetischen Eigenschaften der veränderten Landnutzung von der vorherigen und denen der Umgebung unterscheiden. In Regionen, die durch trockene Flächen charakterisiert sind (z.B. Ackerland), konnte in dieser Studie kein Verstärken oder Abschwächen im Sinne einer Abweichung vom Prinzip der Superposition festgestellt werden.

Today’s quarries face a change in the operational processes, where the development of automated transport systems and machines have intensified the necessity for reliable and stable data transfer. Within the dynamic environment, with piles building up suddenly, frequently changing mining faces due to blasting, as well as a frequently changing general environment that affect the network coverage negatively, there is a need for a solution that can adapt to the changing environment. The aim of this research has been to investigate the requirements for a dynamic infrastructure, and develop a platform based on today’s available technical solution components that can act as a dynamic platform for the evolving autonomous quarry. This by also reducing the time the worker is exposed to the harsh environment that the quarry presents. The research was conducted through a combination of a product development strategy and Design Research Methodology to develop a concept that fulfills the customer needs that are identified. An iterative process, where the needs were translated in to prototypes, has created learnings through every step of the development process. The result is a relocatable platform for communications relay, which is mounted on a trailer with a fixed mast to distribute short-wave communications in the area where the mobile unit is needed. The trailer is equipped with a four-point leveling system that also act as a stabilization system for the unit and ensures that the platform maintains a horizontal plane at all times. This platform is a first step towards a fully autonomous management of the communication infrastructure which in the future will be needed when a stable process and connection is necessary in the frequently changing environment. The relocatable platform is a necessity for adaption of the short-wave communication in the constantly changing environment. Since this is a first iteration and concept in the development of a dynamic platform, extensive field tests are required to determine which subcomponents are in need of further development or optimization. The completed prototype for the platform is functional and field ready for further testing in its real environment for further collecting of data points. This concept is a subcomponent of a larger system, where the goal is to increase the productivity and reduce the environmental impact from today’s quarry industry. Through reduction of human interaction and management of the relocation of the mobile unit, the workers safety is increased and the harsh environmental exposure is reduced.

It is project of securing foundation pit and foundation for SONO building realized in Brno in Veveří street. It is required to desing economical and safety construction.A calculation was performed by program FINE GEO 5 - Student version.

京都大学 / 新制・課程博士 / 博士(医学) / 甲第24525号 / 医博第4967号 / 新制||医||1065(附属図書館) / 京都大学大学院医学研究科医学専攻 / (主査)教授 渡邊 直樹, 教授 中川 一路, 教授 秋山 芳展 / 学位規則第4条第1項該当 / Doctor of Medical Science / Kyoto University / DFAM

Indiana University-Purdue University Indianapolis (IUPUI) / Occlusal pits and fissures are ideal places for caries development. Placement of dental sealants has been reported to be effective in preventing this process. However, the effectiveness of dental sealants has been reported to be influenced by clinical factors, such as preparation and placement techniques. A report recently published by the American Dental Association on the clinical recommendations for use of pit-and-fissure sealants included critical evaluation and a summary of relevant scientific evidence on the use of sealants aimed at assisting clinicians. The report addressed concerns such as: Does placing sealants over early (noncavitated) lesions prevent progression of the lesions? Are there any techniques that could improve sealants’ retention and ffectiveness in caries prevention? The investigators concluded that there is limited and conflicting evidence to support that mechanical preparation with a bur results in higher retention rates in children and recommend that pit-and-fissure sealants should be placed on early (noncavitated) carious lesions. The purpose of this in vitro study was to evaluate two methods of fissure treatment before sealant placement on different caries levels. In this study, 135 extracted human molars (ICDAS codes 0 to 2) were collected and ranked by a calibrated examiner into three groups. These were further divided into three subgroups (nine total). Occlusal surfaces were prepared with: 1) a ¼-mm round bur, 2) air abrasion, and 3) no treatment as a control. All groups were etched with 3.0- percent phosphoric acid for 15 seconds, rinsed thoroughly, and dried with an air water syringe. Opaque dental sealants were placed on the etched occlusal surfaces according to the accepted clinical standards and light-cured for 30 seconds. All groups were thermocycled for 5000 cycles. The roots of the teeth were painted with nail varnish, root apices were sealed with wax, and the occlusal surfaces were immersed in 1.0-percent methylene blue for a full 24 hours. The next day the teeth were cleaned, and the roots were sectioned to expose the crowns. Crowns were cut along the occlusal surfaces in the buccolingual direction. The sectioned surfaces were examined under the Nikon SMZ 1500 microscope for sealant penetration in the fissure and microleakage along the sealant enamel interface. The analyses were performed on a transformation of the sealant penetration percentage commonly used for calculated percentages: sin-1(p1/2). The effects of the type of group, the ICDAS code, and the fissure type on sealant penetration percentage were compared using ANOVA. The effects on microleakage and bubbles were compared using GEE methods applied to logistic regression. The effects on dye penetration were compared using GEE methods applied to cumulative logistic regression to account for the ordered categories of the dye penetration scale. In the findings of sealant penetration, the group type did not have a significant effect on sealant penetration (p = 0.195). ICDAS codes had a significant effect on sealant penetration (p = 0.0113) where ICDAS Code 0 had greater penetration than ICDAS codes 1 and 2. Fissure type had a significant effect on sealant penetration (p = 0.0001) where fissure types V and U had greater sealant penetration than Fissure types Y and W. In the findings of microleakage, the type of group had a significant effect on microleakage (p = 0.0004) where the abrasion group had increased microleakage as compared with the 1/4 round bur and control groups. ICDAS code had a significant effect on microleakage (p = 0.0022) where ICDAS code 0 had less microleakage as compared with ICDAS code 1 and 2. Fissure types V, U, Y, and W did not have a significant effect on microleakage (p = 0.721).

<p> Cobequid Bay is a macrotidal embayment with a large intertidal sand bar complex at the east end, located at the head of the Bay of Fundy. Two sand bars were sampled in order to observe variations in impact pit densities on the surfaces of quartz sand grains, and to identify the pattern of grain size distribution over two intertidal bedforms. </p> <p> V pit densities obtained by viewing the quartz grain surfaces at magnifications of 10,000 and 5,000X with a scanning electron microscope indicate a linear correlation with grain size. The number of small V's appears to be consistent for all grain sizes, with the result that V's larger than approximately 1/5 micrometer produce the linear variation noted. Two trends of V pits formation combine to produce a "plateau", in which two grain size classes have similar V pit densities. This plateau corresponds to the break-point between the traction population and the intermittent suspension population. Trend one consists of the bombardment of large, well exposed grains (transported in the traction layer), by smaller saltating grains, while trend two consists of grain impacts between smaller grains in the concentrated "rheological layer". </p> <p> Two different grain size patterns were discovered on the two sampled bedforms. A fining upward trend toward the crest on both the stoss and slip faces was observed on an ebb dominated megaripple on Selmah Bar. The exact opposite pattern was noted on an ebb dominated sandwave from East Noel Bar. On this bedform, an upward coarsening trend toward the crest was discovered on both the stoss and slip faces. These two patterns correspond to the patterns observed by Dalrymple (1977) in his studies of intertidal bedforms. </p> / Thesis / Bachelor of Science (BSc)

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The emission-heavy open-pit mining industry is exploring a new emission-free era with electrified autonomous haulers. The new technology has challenges, such as designing charging infrastructure for complex environments. This thesis addresses these challenges with a simulation model. This thesis aims to create a foundation and enhance decision-making for designing and evaluating charging infrastructure for Volvo Autonomous Solutions. The paper investigates various charging infrastructure designs using a simulation model verified by Volvo Autonomous Solutions employees, prioritizing minimizing the total cost of ownership and simultaneously meeting the production goal. The project consists of phases such as Needfinding and Research, Modeling, Simulation, and Validation, each aligned with specific activities inspired by Design Thinking principles. The simulation model is developed iterative with a specific site as the case. Several meetings were conducted with the co-advisor and supervisor to validate the simulation model. The thesis has developed a simulation model for charging infrastructures specifically designed for open-pit quarries. The simulation model was developed to make changes to the system easily. Adaptiveness is needed for the constantly changing environment or testing a new open-pit quarry. How to design charging infrastructure for open-pit quarries was found to be a research gap, and there is also an industrial need for guidance on how it should be designed. The scientific contribution concludes that important factors are important in designing charging infrastructure. Whereas the industrial contribution concludes, the simulation model is configured. / Den utsläppstunga dagbrottsindustrin utforskar en ny utsläppsfri era med elektrifierade autonoma dumprar. Den nya tekniken har utmaningar, som att designa laddinfrastruktur för komplexa miljöer. Denna avhandling tar uppdessa utmaningar med en simuleringsmodell. Examensarbetet syftar till att skapa en grund och förbättra beslutsfattandet för design och utvärdering av laddinfrastruktur för Volvo Autonomous Solutions. Uppsatsen undersöker olika designer av laddinfrastruktur med hjälp av en simuleringsmodell som verifierats av anställda på Volvo Autonomous Solutions, med prioritet att minimera den totala ägandekostnaden och samtidigt uppfylla produktionsmålet. Projektet bestod av faser som Needfinding och Research, Modellering, Simulering och Validering, var och en anpassad till specifika aktiviteter inspirerade av Design Thinking principer. Simuleringsmodellen utvecklades iterativt med ett specifik dagbrott som fall. Flera möten genomfördes med företagshandledare och handledare för att validera simuleringsmodellen. Avhandlingen har utvecklat en simuleringsmodell för laddningsinfrastruktur speciellt utformad för dagbrott. Simuleringsmodellen utvecklades för att enkelt kunna göra ändringar i systemet. Anpassningsförmåga behövs för den ständigt föränderliga miljön eller för att testa ett nytt dagbrott. Hur man utformar laddinfrastruktur för dagbrott visade sig vara ett forskningsgap och det finns också ett industriellt behov av vägledning om hur den ska utformas. Det vetenskapliga bidraget drar slutsatser om viktiga faktorer vid utformningen av laddinfrastruktur. Medan det industriella bidraget drar slutsatser om konfigurationen av simuleringsmodellen.

The speed and complexity of globalisation and reduction of natural resources on the one hand, and interests of large multinational corporations on the other, necessitates proper management of mineral resources and consumption. The need for scientific research and application of new methodologies and approaches to maximise Net Present Value (NPV) within mining operations is essential. In some cases, drill core logging in the field may result in an inadequate level of information and subsequent poor diagnosis of geological phenomenon which may undermine the delineation or separation of mineralised zones. This is because the interpretation of individual loggers is subjective. However, modelling based on logging data is absolutely essential to determine the architecture of an orebody including ore distribution and geomechanical features. For instance, ore grades, density and RQD values are not included in conventional geological models whilst variations in a mineral deposit are an obvious and salient feature. Given the problems mentioned above, a series of new mathematical methods have been developed, based on fractal modelling, which provide a more objective approach. These have been established and tested in a case study of the Kahang Cu-Mo porphyry deposit, central Iran. Recognition of different types of mineralised zone in an ore deposit is important for mine planning. As a result, it is felt that the most important outcome of this thesis is the development of an innovative approach to the delineation of major mineralised (supergene and hypogene) zones from ‘barren’ host rock. This is based on subsurface data and the utilisation of the Concentration-Volume (C-V) fractal model, proposed by Afzal et al. (2011), to optimise a Cu-Mo block model for better determination of an ultimate pit limit. Drawing on this, new approaches, referred to Density–Volume (D–V) and RQD-Volume (RQD-V) fractal modelling, have been developed and used to delineate rock characteristics in terms of density and RQD within the Kahang deposit (Yasrebi et al., 2013b; Yasrebi et al., 2014). From the results of this modelling, the density and RQD populations of rock types from the studied deposit showed a relationship between density and rock quality based on RQD values, which can be used to predict final pit slope. Finally, the study introduces a Present Value-Volume (PV-V) fractal model in order to identify an accurate excavation orientation with respect to economic principals and ore grades of all determined voxels within the obtained ultimate pit limit in order to achieve an earlier pay-back period.