High speed analog-to-digital converters (ADCs) used in, e.g., read channel and ultra wideband (UWB) applications are often based on a flash topology. The read channel applications is the intended application of this work, where a part of the work covers the design of two different types of 6-bit flash ADCs. Another field of application is UWB receivers. To optimize the performance of the whole system and derive the specifications for the sub-blocks of the system it is often desired to use a topdown design methodology. To facilitate the top-down design methodology the ADCs are modeled on behavioral level. The models are simulated in MATLAB®. The results are used to verify the functionality of the proposed circuit topologies and serve as a base to the circuit design phase. The first flash ADC has a conventional topology. It has a resistor net connected to a number of latched comparators, but its thermometer-tobinary encoder is based on 2-to-1 multiplexers buffered with inverters. This gives a compact encoder with a regular structure and short critical path. The main disadvantage is the code dependent timing difference between the encoder outputs introduced by this topology. The ADC was simulated on schematic level in Cadence® using the foundry provided transistor models. The design obtained a maximum sampling frequency of 1 GHz, an effective resolution bandwidth of 390 MHz, and a power consumption of 170 mW. The purpose of the second ADC is to demonstrate the concept of introducing dynamic element matching (DEM) into the reference net of a flash ADC. This design yields information about the performance improvements the DEM gives, and what the trade-offs are when introducing DEM. Behavioral level simulations indicate that the SFDR is improved by 11 dB when introducing DEM, but the settling time of the reference net with DEM will now limit the conversion speed of the converter. Further, the maximum input frequency is limited by the total resistance in the reference net, which gets increased in this topology. The total resistance is the total switch on-resistance plus the total resistance of the resistors. To increase the conversion speed and the maximum input frequency a new DEM topology is proposed in this work, which reduces the number of switches introduced into the reference net compared with earlier proposed DEM topologies. The transistor level simulations in Cadence® of the flash ADC with DEM indicates that the SFDR improves by 6 dB compared with when not using DEM, and is expected to improve more if more samples are used in the simulation. This was not possible in the current simulations due to the long simulation time. The improved SFDR is however traded for an increased chip area and a reduction of the maximum sampling frequency to 550 MHzfor this converter. The average power consumption is 92 mW. A goal of this work is to evaluate a 130 nm partially depleted silicon-oninsulator (SOI) complementary metal oxide semiconductor (CMOS) technology with respect to analog circuit implementation. The converters are therefore implemented in this technology. When writing this the ADCs are still being manufactured. Since the technology evaluation will be based on the measurement results the final results of the evaluation are not included in this thesis. The conclusions regarding the SOI CMOS technology are therefore based on a literature study of published scientific papers in the SOI area, information extracted during the design phase of the ADCs, and from the transistor level circuit simulations. These inputs indicate that to fully utilize the potential performance advantages of the SOI CMOS technology the partially depleted SOI CMOS technology should be exchanged for a fully depleted SOI CMOS technology. The manufacturing difficulties regarding the control of the thin-film thickness must however first be solved before the exchange can be done. / <p>Report code: LiU-Tek-Lic-2005:68.</p>

<p dir="ltr">As a new spaceborne laser remote sensing system, the Global Ecosystem Dynamics Investigation, or GEDI, is being widely used for monitoring forest ecosystems. However, its measurements are subject to uncertainties that will affect the calculation of ground elevation and vegetation height. This research intends to investigate the quality of the GEDI elevation data and its relevance to topography and land cover.</p><p dir="ltr">In this study, the elevation of the GEDI data is compared to 3DEP DEM, which has a higher resolution and accuracy. All the experiments in this study are conducted for two locations with vastly different terrain and land cover conditions, namely Tippecanoe County in Indiana and Mendocino County in California. Through this investigation we expect to gain a comprehensive understanding of GEDI’s elevation quality in various terrain and land cover conditions.</p><p dir="ltr">The results show that GEDI data in Tippecanoe County has better elevation accuracy than the GEDI data in Mendocino County. GEDI in Tippecanoe County is almost four times more accurate than in Mendocino County. Regarding land cover, GEDI have better accuracy in low vegetation areas than in forest areas. The ratio can be around three times better in Tippecanoe County and around one and half times better in Mendocino County. In terms of slope, GEDI data shows a clear positive correlation between RMSE and slope. The trend indicates as slope increases, the RMSE increases concurrently. In other words, slope and GEDI elevation accuracy are inversely related. In the experiment involving slope and land cover, the results show that slope is the most influential factor to GEDI elevation accuracy.</p><p dir="ltr">This study informs GEDI users of the factors they must consider for forest biomass calculation and topographic mapping applications. When high terrain slope and/or high vegetation is present, the GEDI data should be checked with other data sources like 3DEP DEM or any ground truth measurements to assure its quality. We expect these findings can help worldwide users understand that the quality of GEDI data is variable and dependent on terrain relief and land cover.</p>

This project attempted to combine digital data sets to define and map geologic features in the Sparta and Montpelier quadrangles of Chickasaw and Clay counties in northeastern Mississippi. LANDSAT TM, digital elevation, and soil permeability data was used in conjunction with reference data for the Sparta quadrangle to build a computer model. Variables used in the model were: geology, slope, soil permeability, vegetation indices, the first three bands of a tasseled cap transformation, and drainage frequency. The data used was LANDSAT TM 30 meter imagery, digital elevation models, also at 30 meter resolution, Penn State STASGO soils data, and the existing map of the Sparta quadrangle. The purpose of this project was to use digital data to remotely map geologic features through heavy vegetation using a computer model. While the results of this project were not completely successful, the methods used show some potential for future application.

No description available.

The National Wetlands Inventory (NWI) is the definitive source for wetland resources in the United States. The NWI production unit in Hadley, MA has begun to upgrade their digital map database, integrating descriptors for assessment of wetland functions. Updating is conducted manually and some automation is needed to increase production and efficiency. This study assigned landscape position descriptor codes to NWI wetland polygons and correlated polygon environmental properties with public domain terrain, soils, hydrology, and vegetation data within the Coastal Plain of Virginia. Environmental properties were applied to a non-metric multidimensional scaling technique to identify similarities within individual landscape positions based on wetland plant indicators, primary and secondary hydrology indicators, and field indicators of hydric soils. Individual NWI landscape position classes were linked to field-validated environmental properties. Measures provided by this analysis indicated that wetland plant occurrence and wetland plant status obtained a stress value of 0.136 (Kruskal's stress measure = poor), which is a poor indicator when determining correlation among wetland environmental properties. This is due principally to the highly-variable plant distribution and wetland plant status found among the field-validated sites. Primary and secondary hydrology indicators obtained a stress rating of 0.097 (Kruskal's stress measure = good) for correlation. The hydrology indicators measured in this analysis had a high level of correlation with all NWI landscape position classes due the common occurrence of at least one primary hydrology indicator in all field validated wetlands. The secondary indicators had an increased accuracy in landscape position discrimination over the primary indicators because they were less ubiquitous. Hydric soil characteristics listed in the 1987 Manual and NTCHS field indicators of hydric soils proved to be a relatively poor indicator, based on Kruskal's stress measure of 0.117, for contrasting landscape position classes because the same values occurred across all classes. The six NWI field–validated landscape position classes used in this study were then further applied in a public domain digital data analysis. Mean pixel attribute values extracted from the 180 field-validated wetlands were analyzed using cluster analysis. The percent hydric soil component displayed the greatest variance when compared to elevation and slope curvature, streamflow and waterbody, Cowardin classification, and wetland vegetation type. Limitations of the soil survey data included: variable date of acquisition, small scale compared to wetland size, and variable quality. Flow had limitations related to its linear attributes, therefore is often found insignificant when evaluating pixel values that are mean of selected pixels across of wetland landscape position polygons. NLCD data limitations included poor quality resolution (large pixel size) and variable classification of cover types. The three sources of information that would improve wetland mapping and modeling the subtle changes in elevation and slope curvature that characterize wetland landscapes are: recent high resolution leaf-off aerial photography, high-quality soil survey data, and high-resolution elevation data. Due to the data limitations and the choice of variables used in this study, development of models and rules that clearly separate the six different landscape positions was not possible, and thus automation of coding could not be attempted. / Master of Science

Mining operations produce a multiscale network of fractures in the coal seams. Permeability evolution in rocks is important for coal bed methane (CBM) and shale gas exploitation as well as for greenhouse gas storage. Therefore, this work presents laboratory tests and a coupled model using PFC3D and FLAC3D to simulate the stress induced permeability evolution in coal samples. Basic mechanical properties are determined via lab testing. The spatial distributions of different components inside the reconstructed samples produce a significant heterogeneity based on CT technique. A newly developed experimental system is employed to perform 3-dimensional loading and to measure the flow rate simultaneously. The evolution process is described by 5 distinct phases in terms of permeability and deformation. Triaxial tests are simulated with PFC3D using a novel flexible wall boundary method. Gas seepage simulations are performed with FLAC3D. Relations between hydraulic properties and fracture data are established. Permeability and volumetric strain show good nonlinear exponential relation after a newly introduced expansion point. Piecewise relations fit the whole process, the expansion point can be treated as critical point. The structural characteristics of the samples influence this relation before and after the expansion point significantly.

Die vorliegende Studie leistet einen Beitrag in dem noch offenen Forschungsfeld zu gesundheitsbedingten Ausstiegs- und Neuorientierungsprozessen und der damit verbundenen Bewältigung einer ‚doppelten Brüchigkeit der Biographie’, d. h. über die Bewältigung der chronischen Erkrankung und der vulnerablen beruflichen Situation. Ziel ist es, die individuellen Aushandlungsprozesse beruflicher Neuorientierung zu verstehen und in ein Verhältnis mit der Krankheitsbewältigung zu setzten. Es ist eine weitere Zieldimension dieser Studie, den Blick auf die Rückkehr in das Erwerbsleben zu richten und dabei in Ansätzen herauszuarbeiten, welche Faktoren ein Arbeiten unter bedingter Gesundheit ermöglichen oder hemmen können. Im Zentrum der Studie stehen drei Frauen und drei Männer im Alter von 25 bis 57 Jahren, die zu zwei verschiedenen Zeitpunkten im Erhebungszeitraum von 2013 bis 2014 leitfadengestützt (episodisch-narrativ) interviewt wurden: während ihrer medizinischen Rehabilitation (t1) und erneut ca. ein Jahr später (t2). Übergreifendes Merkmal aller Fälle sind die sich anbahnenden bzw. bereits vollzogenen gesundheitsbedingten berufsbiographischen Einschnitte durch eine chronische muskuloskelettale Erkrankung und z. T. begleitet durch psychosomatische Beschwerden. Den rahmenden Forschungsstil bildete die Grounded Theory (Glaser und Strauss 1967/2010). Im Ergebnis dieser Studie werden die komplexen Risikokonstellationen sowie der Verlauf eines gesundheitsbedingten Ausstiegs aus dem Erwerbsleben beschrieben und dabei auf die vielfältigen Bewältigungsherausforderungen dieses biografischen Bruchs eingegangen. Das entwickelte Modell der ‚Aushandlungsarena der Krankheitsbewältigung und beruflichen Neuorientierung’ verdichtet den Aushandlungsprozess beruflicher Neuorientierung unter ständiger Berücksichtigung der bedingten Gesundheit. Gleichzeitig geben die Ergebnisse dieser Studie Impulse für die weiterführende Fundierung der theoretischen und anwendungsbezogenen Return to Work-Ansätze. / The present study intends to contribute to the research field on health-related exit and reorientation processes and the associated coping with such a double-folded biographical challenge, means on coping with a vulnerable health and uncertain job-condition. The basic purpose of this study is to understand the biographical coping processes in the context of professional reorientation and to describe exit from work processes, as well as their conditions. The aim is to comprehend the individual negotiation in the course of professional reorientation and to relate it with the illness coping. It is another dimension of this study to look at return to work phases and their supporting or obstructing factors. The study focuses on three women and three men between the ages of 25 and 57 who were interviewed (episodically-narrative) at two different points in the survey period from 2013 to 2014: during their medical rehabilitation (t1) and again about a year later (t2). The overall characteristic of all cases is the initiated or already completed health-related occupational biographical disruption caused by a chronic musculoskeletal disease partly accompanied by psychosomatic issues. This study follows the methodological approach and research style of the Grounded Theory (Glaser and Strauss 2010). As a result of this study, the complex risk constellations as well as the trajectory of a health-related exit from work are described, focusing on the diverse coping challenges of this biographical disruption. The developed model of a “Negotiation Arena of coping with the illness and professional reorientation" summarizes the negotiation process of professional reorientation taking into account the limited health. At the same time, the results of this study provide impulses for the further foundation of theoretical and application-oriented return to work approaches.

This work is devoted to investigate light confinement in rolled-up microtubular cavities and their optofluidic applications. The microcavities are fabricated by a roll-up mechanism based on releasing pre-strained silicon-oxide nanomembranes. By defining the shape and thickness of the nanomembranes, the geometrical tube structure is well controlled. Micro-photoluminescence spectroscopy at room temperature is employed to study the optical modes and their dependence on the structural characteristics of the microtubes. Finite-difference-time-domain simulations are performed to elucidate the experimental results. In addition, a theoretical model (based on a wave description) is applied to describe the optical modes in the tubular microcavities, supporting quantitatively and qualitatively the experimental findings. Precise spectral tuning of the optical modes is achieved by two post-fabrication methods. One method employs conformal coating of the tube wall with Al2O3 monolayers by atomic-layer-deposition, which permits a mode tuning over a wide spectral range (larger than one free-spectral-range). An average mode tuning to longer wavelengths of 0.11nm/ Al2O3-monolayer is obtained. The other method consists in asymmetric material deposition onto the tube surface. Besides the possibility of mode tuning, this method permits to detect small shape deformations (at the nanometer scale) of an optical microcavity. Controlled confinement of resonant light is demonstrated by using an asymmetric cone-like microtube, which is fabricated by unevenly rolling-up circular-shaped nanomembranes. Localized three-dimensional optical modes are obtained due to an axial confinement mechanism that is defined by the variation of the tube radius and wall windings along the tube axis. Optofluidic functions of the rolled-up microtubes are explored by immersing the tubes or filling their core with a liquid medium. Refractive index sensing of liquids is demonstrated by correlating spectral shift of the optical modes when a liquid interacts with the resonant light of the microtube. In addition, a novel sensing methodology is proposed by monitoring axial mode spacing changes. Lab-on-a-chip methods are employed to fabricate an optofluidic chip device, allowing a high degree of liquid handling. A maximum sensitivity of 880 nm/refractive-index-unit is achieved. The developed optofluidic sensors show high potential for lab-on-a-chip applications, such as real-time bio/chemical analytic systems.

The steep forearc slope along the northern sector of the obliquely convergent Hikurangi subduction zone is characteristic of non-accretionary and tectonically eroding continental margins, with reduced sediment supply in the trench relative to further south, and the presence of seamount relief on the Hikurangi Plateau. These seamounts influence the subduction process and the structurally-driven geomorphic development of the over-riding margin of the Australian Plate frontal wedge. The Poverty Indentation represents an unusual, especially challenging and therefore exciting location to investigate the tectonic and eustatic effects on this sedimentary system because of: (i) the geometry and obliquity of the subducting seamounts; (ii) the influence of multiple repeated seamount impacts; (iii) the effects of structurally-driven over-steeping and associated widespread occurrence of gravitational collapse and mass movements; and (iv) the development of a large canyon system down the axis of the indentation. High quality bathymetric and backscatter images of the Poverty Indentation submarine re-entrant across the northern part of the Hikurangi margin were obtained by scientists from the National Institute of Water and Atmospheric Research (NIWA) (Lewis, 2001) using a SIMRAD EM300 multibeam swath-mapping system, hull-mounted on NIWA’s research vessel Tangaroa. The entire accretionary slope of the re-entrant was mapped, at depths ranging from 100 to 3500 metres. The level of seafloor morphologic resolution is comparable with some of the most detailed Digital Elevation Maps (DEM) onshore. The detailed digital swath images are complemented by the availability of excellent high-quality processed multi-channel seismic reflection data, single channel high-resolution 3.5 kHz seismic reflection data, as well as core samples. Combined, these data support this study of the complex interactions of tectonic deformation with slope sedimentary processes and slope submarine geomorphic evolution at a convergent margin. The origin of the Poverty Indentation, on the inboard trench-slope at the transition from the northern to central sectors of the Hikurangi margin, is attributed to multiple seamount impacts over the last c. 2 Myr period. This has been accompanied by canyon incision, thrust fault propagation into the trench fill, and numerous large-scale gravitational collapse structures with multiple debris flow and avalanche deposits ranging in down-slope length from a few hundred metres to more than 40 km. The indentation is directly offshore of the Waipaoa River which is currently estimated to have a high sediment yield into the marine system. The indentation is recognised as the “Sink” for sediments derived from the Waipaoa River catchment, one of two target river systems chosen for the US National Science Foundation (NSF)-funded MARGINS “Source-to-Sink” initiative. The Poverty Canyon stretches 70 km from the continental shelf edge directly offshore from the Waipaoa to the trench floor, incising into the axis of the indentation. The sediment delivered to the margin from the Waipaoa catchment and elsewhere during sea-level high-stands, including the Holocene, has remained largely trapped in a large depocentre on the Poverty shelf, while during low-stand cycles, sediment bypassed the shelf to develop a prograding clinoform sequence out onto the upper slope. The formation of the indentation and the development of the upper branches of the Poverty Canyon system have led to the progressive removal of a substantial part of this prograding wedge by mass movements and gully incision. Sediment has also accumulated in the head of the Poverty Canyon and episodic mass flows contribute significantly to continued modification of the indentation by driving canyon incision and triggering instability in the adjacent slopes. Prograding clinoforms lying seaward of active faults beneath the shelf, and overlying a buried inactive thrust system beneath the upper slope, reveal a history of deformation accompanied by the creation of accommodation space. There is some more recent activity on shelf faults (i.e. Lachlan Fault) and at the transition into the lower margin, but reduced (~2 %) or no evidence of recent deformation for the majority of the upper to mid-slope. This is in contrast to current activity (approximately 24 to 47% shortening) across the lower slope and frontal wedge regions of the indentation. The middle to lower Poverty Canyon represents a structural transition zone within the indentation coincident with the indentation axis. The lower to mid-slope south of the canyon conforms more closely to a classic accretionary slope deformation style with a series of east-facing thrust-propagated asymmetric anticlines separated by early-stage slope basins. North of the canyon system, sediment starvation and seamount impact has resulted in frontal tectonic erosion associated with the development of an over-steepened lower to mid-slope margin, fault reactivation and structural inversion and over-printing. Evidence points to at least three main seamount subduction events within the Poverty Indentation, each with different margin responses: i) older substantial seamount impact that drove the first-order perturbation in the margin, since approximately ~1-2 Ma ii) subducted seamount(s) now beneath Pantin and Paritu Ridge complexes, initially impacting on the margin approximately ~0.5 Ma, and iii) incipient seamount subduction of the Puke Seamount at the current deformation front. The overall geometry and geomorphology of the wider indentation appears to conform to the geometry accompanying the structure observed in sandbox models after the seamount has passed completely through the deformation front. The main morphological features correlating with sandbox models include: i) the axial re-entrant down which the Poverty Canyon now incises; ii) the re-establishment of an accretionary wedge to the south of the indentation axis, accompanied by out-stepping, deformation front propagation into the trench fill sequence, particularly towards the mouth of the canyon; iii) the linear north margin of the indentation with respect to the more arcuate shape of the southern accretionary wedge; and, iv) the set of faults cutting obliquely across the deformation front near the mouth of the canyon. Many of the observed structural and geomorphic features of the Poverty Indentation also correlate well both with other sediment-rich convergent margins where seamount subduction is prevalent particularly the Nankai and Sumatra margins, and the sediment-starved Costa Rican margin. While submarine canyon systems are certainly present on other convergent margins undergoing seamount subduction there appears to be no other documented shelf to trench extending canyon system developing in the axis of such a re-entrant, as is dominating the Poverty Indentation. Ongoing modification of the Indentation appears to be driven by: i) continued smaller seamount impacts at the deformation front, and currently subducting beneath the mid-lower slope, ii) low and high sea-level stands accompanied by variations on sediment flux from the continental shelf, iii) over-steepening of the deformation front and mass movement, particularly from the shelf edge and upper slope.

L'évaluation des risques naturels et du risque sismique en particulier a pris une importance croissante pour les autorités publiques ces dernières années, entraînant une adaptation importante des outils utilisés jusqu'à présent dans l'étude de la vulnérabilité du bâti. Il est nécessaire de mieux évaluer ces risques afin de mieux y faire face. De nouvelles approches doivent être proposées pour répondre à ces objectifs dont les approches numériques font partie. Parmi les méthodes numériques développées pour tenir compte de la spécificité du bâti maçonné figurent les approches par éléments discrets comme la méthode NSCD (" Non Smooth Contact Dynamics "). Les travaux présentés dans cette thèse visent à mieux appréhender le comportement mécanique et dynamique des ouvrages maçonnés en utilisant ce type de méthode implémenté dans le code de calcul LMGC90, afin d'affiner la compréhension et la caractérisation de la vulnérabilité sismique des édifices en maçonnerie. La méthodologie que nous cherchons à mettre en place vise à traiter la vulnérabilité sismique de bâtiments spécifiques ou au contraire d'ensembles de bâtiments de même typologie.