Este trabalho procurou por evidências das ocupações sambaquieiras para fora dos sambaquis, buscando eventos de ocupação relativos aos concheiros, mas externo a eles em áreas de alta dinâmica sedimentar. Para tanto se consorciou o radar de penetração de solo (GPR) ao sistema de navegação global por satélite (GNSS), funcionando em modo cinemático de tempo real (RTK), em um esforço de sensoriamento remoto em meio a um campo de dunas no Município de Jaguaruna, no litoral de Santa Catarina. Conseguimos, através do sensoriamento, realizar prospecções arqueológicas e encontrar estruturas marginais aos concheiros, previstas em estudos anteriores que apontavam a remobilização de material processados em outras áreas para dentro dos sambaquis. Encontramos, mapeamos, escavamos, descrevemos e amostramos essas estruturas peri-sambaquieiras no entorno do Sambaqui da Figueirinha II de forma a apresentarmos um panorama da distribuição espacial e temporal destas estruturas. / The work presented here searched for evidences of mound builder\'s occupation outside the shell mounds itself, in search of events related to the shell mounds, but external to it in a very dynamic area. We have integrated the GPR and GNSS-RTK technologies in order to take the archaeological research regarding the shell mound cultures outside the mounds, by remote sensing areas in which extensive sand dunes are found in search of evidence regarding the mound builder\'s settlement in the areas surrounding the mounds, which the existence was predicted in previous studies. In this sense, we integrate the technologies and carried out the sensing of the Figueirinha Region in Santa Catarina State. We have found, mapped, excavated, described and sampled the extra-mounds archaeological occurrences surrounding the Figueirinha II shell mound, in order to presenting an overview of the spatial and chronological distributions of such structures.

Neben der Ausbreitungsgeschwindigkeit ist die Absorption elektromagnetischer Wellen der wichtigste Parameter für die Bearbeitung und Interpretation von Georadar-Daten. Für die realitätsnahe Beschreibung der Ausbreitung elektromagnetischer Wellen in Gesteinen eignet sich das Modell mit konstantem Q und einem Dispersionsansatz der Phasengeschwindigkeit nach Futterman (1982). Anhand von Modellrechnungen wird die Wirkung dieser Parameter auf Wavelets untersucht. Die Ermittlung des absorptionscharakterisierenden Gütefaktors Q aus GPR-Transmissionsdaten erfolgt auf der Basis einer Erweiterung der Q-Definition. Die dazu benutzte Referenzfrequenz fR ist eine Potenzfunktion von zu vergleichenden Amplitudendichten der entsprechenden Äquivalenzspektren. Die Anwendbarkeit der danach benannten Methode der Äquivalenten Bandbreite wird sowohl an synthetischen Daten als auch an Messergebnissen nachgewiesen, die an einem Sandsteinblock sowie an anstehendem Gneis erhalten worden sind. Es werden Möglichkeiten aufgezeigt, Querbeziehungen zwischen Q-Werten und petrophysikalischen Parametern herzustellen.

A firn aquifer is a type of englacial water storage that forms when surface meltwater fills up the pore space in porous firn. If the retention time exceeds one year the feature is regarded as perennial. The melt and accumulation rates as well as the available pore space determine the formation and extent of the firn aquifer. Flow of water within the aquifer caused by gradients in hydraulic potential leads to redistribution of water and consequently to a change in the level of the water table. This thesis focuses on a perennial firn aquifer on the Lomonosovfonna ice field on Svalbard. Spatial and temporal variations in the depth to the water table as well as variations in reflectivity strength of the water table are analysed using data from ground penetrating radar surveys along with MATLAB and ArcGIS software tools. The results show a clear connection between surface topography, steepness of its slopes and depth to the water table. It is also proved that the depth varies between different years. During the four years of study, the water table in the area rose closer to the surface. The results also show that the reflections from the top of the water table are stronger and more frequently detected in areas with gentler water table slopes. A similar correlation is true for the surface topography slope, where a gentler slope shows a stronger reflectivity. The results support the previous research done on Holtedahlfonna’s aquifer on Svalbard as well as aquifers on Greenland. / En firnakvifer är en typ av englacial vattenlagring som formas när smältvatten från en glaciärs yta fyller upp porutrymmen i porös firn. När retentionstiden överskrider ett år betraktas akviferen som flerårig. Smält- och ackumulationshastigheten samt det tillgängliga porutrymmet avgör bildningen och utsträckningen av akviferen. Vattenflödet i akviferen orsakad av gradienter i hydraulisk potential leder till omfördelning av vattnet och därmed till förändringar i vattenytans nivå. Denna uppsats fokuserar på en akvifer på isfältet Lomonosovfonna på Svalbard. De rumsliga och tidsmässiga variationerna i djupet till vattenytan samt de rumsliga variationerna i reflektivitetsstyrkan från vattenytan analyseras med hjälp av georadarmätningar samt MATLAB- och ArcGIS-mjukvaror. Resultaten visar ett tydligt samband mellan yttopografin, dess lutning samt djupet till vattenytan. Dessutom är det bevisat att djupet varierar mellan olika år. Under den fyra år långa undersökningssperioden har vattenytan i mätområdet stigit. Vidare visar resultaten att reflektioner från vattenytan är starkare och mer frekvent observerade i områden där vattenytans lutning är svag. En liknande korrelation gäller också för yttopografin, där svagare lutning ger upphov till en starkare reflektivitet. Resultaten stödjer den tidigare forskningen gjord både på akviferen på Holtedahlfonna på Svalbard och akviferer på Grönland.

[pt] O presente trabalho tem por objetivo avaliar as potencialidades do método GPR (Ground Penetrating Radar) em investigações de campo que englobam estudos hidrogeológicos, geotécnicos e ambientais. Para o alcance deste objetivo foram realizadas investigações de campo na região sudeste do Brasil procurando verificar a aplicabilidade deste método no conhecimento da subsuperfície. Os estudos englobaram a determinação da estratigrafia do solo identificando suas camadas e respectivas profundidades; a determinação da posição do lençol freático; a localização de estruturas enterradas e a detecção de possíveis anomalias decorrentes de contaminações. As seções obtidas com o GPR permitiram identificar com boa resolução os contrastes bruscos, como a posição do lençol freático e a localização das estruturas enterradas. A identificação dos contatos entre as camadas de solo foi possível quando as propriedades elétricas destes materiais se diferiam bastante. Já no que diz respeito ao mapeamento de regiões contaminadas, ainda se faz necessário à realização de uma maior quantidade de estudos para afirmar a eficiência do GPR para este objetivo. A utilização da técnica da reflectometria no domínio do tempo (TDR) foi muito útil para correlacionar a velocidade de propagação das ondas eletromagnéticas com a profundidade. O seu emprego permitiu aumentar a exatidão da determinação das profundidades dos alvos de interesse. / [en] The present work aims to assess the adequacy of the ground penetrating radar as a screening tool in site in site investigation practice in hydrogeological, geotechnical and environmental studies. An extensive site investigation program was carrid out in Southeast Brazil looking for characterizing the subsurface. Tests were performed to determine the statigraphy of soil profiles, the position of the water level, the detection of buried structures and contamination. The results have shown a great deal of success in identifying water levels and buried structures. Soil surface were only identified when abrupt changes in the dielectric constant of the porous media were observed. Howerer, the results so far do not enable to delineate contamination plumes with the accuracy desired. The accuracy of the target depths were greatly improved by using the result of the dielectric constant measured by the time domain reflectometry (TDR)

Le géoradar est une méthode électromagnétique haute fréquence (>10 MHz) utilisé pour caractériser les premiers mètres du sous-sol. Lors de la présence d'une topographie, les données géoradar sont déformées en conséquence. Afin de retrouver la vraie géométrie des réflecteurs, nous avons codés un algorithme de migration prenant en compte la topographie. La méthode est démontrée grâce à un modèle synthétique simple, puis testée avec succès sur des données réelles. Les algorithmes de migration apportent cependant du bruit dans les données. Pour pallier à ce problème, deux méthodes ont été mises en place : la première, inhérente à la migration, permet de réduire l'aliasing dit sur l'opérateur. La deuxième est un filtre ré-interpolant les traces en se basant sur un profil de pendage. Les deux méthodes suppriment un bruit incohérent des données mais dégradent les profils lorsqu'utilisées abusivement. Dans un deuxième chapitre, nous avons appliqués avec succès le géoradar dans un contexte de paléo-sismologie en Mongolie. L'utilisation conjointe de deux fréquences (50 et 500 MHz) ainsi que des comparaisons avec des tranchées a permis d'obtenir des informations complémentaires sur les géométries et les déplacements potentiels le long de deux failles. Dans un dernier chapitre, nous avons appliqués les mesures géoradar sur les dépôts pyroclastiques du volcan Tungurahua en Equateur. A nouveau, l'utilisation jointe de différentes fréquences (250, 500 et 800 MHz) nous permet d'imager efficacement les dépôts. Les unités principales sont mises en évidence avec l'antenne de 250 MHz et les architectures des dépôts sont observables avec les antennes de 500 et 800 MHz. / Georadar is a high frequency (>10MHz) electromagnetic method used to prospect near surface. When a topography is present, GPR images are distorted. To restore the true geometry of reflexions, we coded an migration algorithm which takes the topography into account. The method is first demonstrate on a simple synthetic model, and then succesfully applied on real data. However, migration algorithms bring noise to the data. Two methods have then been tested to avoid and remove it. The first one is inherent to the migration algorithm and reduce what is called operator's aliasing. The second one is a filter re-interpolating traces based on a profile containing the slope. Both methods remove inconsistent noise when used with caution, but decrease their quality when used with excess: reflexions presenting dip are the first to be deteriorated, as well as reflexions below strong topography. In a second chapter, we successfully used GPR in a paleo-sismology context in Mongolia. The use of two frequencies (50 and 500 MHz) as well as comparison with trenches bring complementaries informations on the geometry and possible offset along two faults. In the last chapter, GPR was tested over pyroclastic deposits from the Tungurahua volcano in Ecuador. Again, the combination of several frequencies (250, 500 and 800 MHz) has proven its efficiency. Main units were obvious with the 250 MHz antenna while the inner architecture of deposits was visible with the 500 and 800 MHz antenna.

The subject of this master’s thesis is the diagnostic survey of the industry cast-in-place hall. The thesis contains theoretical and practical part. The theoretical part is focused on available options of diagnostic methods and options of materials evaluation. The practical part contains material assessment of chosen elements of construction. This part of thesis is focused on localizing the position and the diameter of reinforcement in every single element. Next step is focused on the quality of the concrete, particularly compressive strength and modulus of elasticity. The modern machines, like Hilti PS 1000 and Profometer PM-630, are used to localize the position and diameter of reinforcement. The quality of concrete is determined by removed bore core. Evaluation of material characteristics of the structure is in the conclusion.

Η γεωφυσική διασκόπηση αποτελεί μια τεχνική διερεύνησης που χαρακτηρίζεται ως μη καταστροφική, με δυνατότητα εφαρμογής σε μεγάλη πλειονότητα προβλημάτων. Πραγματοποιήθηκε γεωφυσική έρευνα με εφαρμογή ηλεκτρικής χαρτογράφησης, ηλεκτρικής τομογραφίας, γεωραντάρ και καταγραφών εδαφικού θορύβου σε περιοχή της Πανεπιστημιούπολης. Σκοπός ήταν η λεπτομερής γεωφυσική διερεύνηση για τον εντοπισμό γεωλογικών ασυνεχειών στον ευρύτερο χώρο του Πανεπιστημίου. Οι προαναφερόμενες τεχνικές εφαρμόστηκαν στο πεδίο σε προκαθορισμένα γεωφυσικά δίκτυα (κάνναβοι) που απείχαν μεταξύ τους απόσταση 100 μέτρων, με σάρωση επάλληλων διατομών παράλληλα και κάθετα στην διεύθυνση του γεωμαγνητικού Βορρά. Ως πρώτη τεχνική επιλέχτηκε η ηλεκτρική χαρτογράφηση με χρήση της δίδυμης διάταξης και άνοιγμα ηλεκτροδίων 0.5-3 μέτρων, που απέδωσε την κατανομή της ηλεκτρικής αντίστασης του εδάφους επί οριζόντιου επιπέδου. Ως δεύτερη τεχνική εφαρμόστηκε η ηλεκτρική τομογραφία. Με χρήση 25 συνευθειακών ηλεκτροδίων σε απόσταση 1 μέτρου, μέσω της διάταξης Wenner-Schlumberger, επιτεύχθηκε η καταγραφή της κατανομής της φαινόμενης ειδικής αντίστασης επί κατακόρυφου επιπέδου και σε 8 διαφορετικά βάθη. Μέσω του ειδικού λογισμικού Res2DINV, υπολογίστηκε η τιμή της ειδικής ηλεκτρικής αντίστασης, με δημιουργία μαθηματικού προτύπου δύο διαστάσεων βασιζόμενο στα ελάχιστα τετράγωνα. Με την βοήθεια του ειδικού λογισμικού Geosoft Oasis Montaj, πραγματοποιήθηκε η επεξεργασία των δεδομένων της ηλεκτρικής χαρτογράφησης και της ειδικής ηλεκτρικής αντίστασης. Ως αποτέλεσμα ήταν η παραγωγή έγχρωμων χαρτών κατανομής της ηλεκτρικής αντίστασης, ενώ από την δεύτερη τεχνική παρήχθησαν οριζόντιες κατόψεις της ειδικής αντίστασης σε ορισμένο βάθος καθώς και τρισδιάστατη απεικόνιση αυτής. Οι γεωφυσικές έρευνες με χρήση του γεωραντάρ και των καταγραφών εδαφικού θορύβου χρησιμοποιήθηκαν επικουρικά για να ταυτοποιήσουν τα παραγόμενα αποτελέσματα των ηλεκτρικών μεθόδων γεωφυσικής διασκόπησης. Από την ερμηνεία των παραγόμενων χαρτών έγινε σαφής ο εντοπισμός της υπάρχουσας γεωλογικής ασυνέχειας στην παραπάνω περιοχή και κατασκευάστηκε τρισδιάστατο μοντέλο απεικόνισης κατανομής της ειδικής ηλεκτρικής αντίστασης. / Geophysical prospecting is a non catastrophic technique, which is applicable on a wide range of problems, including archaeological, environmental and geological problems. At Campus University of Patras, a detailed geophysical investigation applied in order to detect possible geological discontinuities, which produced serious problems at buildings and main roads of the Campus. As main technique used the electric mapping and electric imaging, which applied on already prepared geophysical grids by measuring parallel profiles with direction along and perpendicular to the geomagnetic north, while the two geophysical grids were 100 meters away each other. Firstly, an electric mapping procedure took place by using twin-probe array with four electrodes in distance between 0.5-3 meters. As a result was the recording of soil resistance on horizontal layer with constant depth. By processing the data through Geosoft Oasis Montaj software, the distribution of soil resistance was illustrated on color scale maps. Secondly, electric imaging technique applied with twenty-five equal space electrodes along straight lines, with one meter space by using the hybrid arrangement Wenner-Schlumberger. As a result was the recording of distribution of soil apparent resistivity on a vertical layer in eight separated depths. Resistivity calculated by processing imaging data with 2D mathematical algorithm based on least squares inversion (Res2Dinv). Further processing by Oasis Montaj, had as a result the production of horizontal slices and 3D maps, where the resistivity distribution was illustrated on separated depths, in color and grey schedule format. The combined geophysical investigation with the aid of ground penetrating radar and the HVSR (Horizontal to Vertical Spectral Ratio) technique confirmed the existence of geological discontinuity.

Made available in DSpace on 2015-03-26T13:27:54Z (GMT). No. of bitstreams: 1 texto completo.pdf: 4751258 bytes, checksum: 0e480b21213f063f9d31d1243a36f77a (MD5) Previous issue date: 2010-06-29 / This paper aims to analyze the Ground Penetrating RADAR as tool in the determination of the thickness of the layers of the flexible road pavement of automatic way and the density of the asphalt layer supported by integrated testing of GPR and geotechnical data. The first experiment was conducted at the Presidente Dutra highway (BR116), Pirai - RJ, while the data for the second experiment were obtained from the BR040 highway, Sete Lagoas - MG. In order to achieve the objectives of this study, two methodologies were developed: the first one, directed to the identification of the thicknesses of the layers of flexible pavements of automated way; the second one, focused on determining the density of the layer of asphalt surfaces. The first methodology showed promising results, once it presented good classification results for the classes 1 (off-set) and 3 (macadam), however, was confusion between the "blocks" classified for the classes 2 (asphalt) and 4 (subgrade). A possible alternative, for improvement, would be: to use other texture extractor of the wavelet transform family; to use another type of interpolation, using a that better represents the trends of the coefficients to be generated the surface; to increase the number of training and testing samples, or even to use another type of classifier, such as Artificial Neural Networks. However, this is a field that is worth being investigated more deeply, since the results proved to be significant. The second methodology, regarding the correlation of the density of the asphalt layer through the dielectric value, measured by means an ground coupled antenna, of 1,6GHz, using the technique of the reflection, it presented satisfactory values in spite of the few sampling points, showing to be a good alternative to determine indirectly the density of the asphalt layer and for future works in the area. / Este trabalho tem o propósito de analisar o desempenho do RADAR de penetração no solo como ferramenta na determinação das espessuras das camadas do pavimento rodoviário flexível de maneira automática e a densidade da camada de revestimento apoiado em testes integrados de GPR e dados geotécnicos. O primeiro experimento foi realizado na rodovia Presidente Dutra (BR116), município de Piraí - RJ, em quanto os dados para o segundo experimento foram obtidos na rodovia BR040, município de Sete Lagoas - MG. Para atingir os objetivos do trabalho foram elaboradas duas metodologias: a primeira delas, direcionada à identificação das espessuras das camadas de pavimentos flexíveis de modo automatizado; a segunda, voltada para a determinação da densidade da camada de revestimento asfáltico. A primeira metodologia apresentou, de uma maneira geral, resultados promissores, uma vez que foram bons os resultados de classificação para as classes 1 (off-set) e 3 (macadame), no entanto, houve confusão entre os “blocos” classificados para as classes 2 (revestimento) e 4 (subleito). Uma possível alternativa para a melhoria dos resultados seria mudar o extrator de textura utilizado (transformada wavelet), valeria apena testar outros extratores da família wavelet; outra opção seria utilizar outro tipo de interpolador, usando um que pegue mais as tendências dos coeficientes ao se gerar a superfície; também seria interessante aumentar o número de amostras de treinamento e teste, ou até mesmo, utilizar outro tipo de classificador, como por exemplo, Redes Neurais Artificiais. Todavia, esse é um campo que vale ser pesquisado mais profundamente, uma vez que os resultados alcançados se mostraram esperançosos. A segunda metodologia, referente à correlação da densidade da camada de revestimento através do valor dielétrico, medido por meio de uma antena de contato no solo, de 1,6 GHz, utilizando a técnica da reflexão, apresentou valores satisfatórios apesar dos poucos pontos amostrados, mostrando ser uma boa escolha para se determinar a densidade da camada de revestimento de maneira indireta e para trabalhos futuros na área.

Climate change in the Arctic and sub-Arctic has induced substantial changes in the inland cryosphere. The warming climate is causing a reduction in glacier size and extent and the average net mass balance for Arctic glaciers have been negative over the past 40 years. Relatively few studies have been conducted concerning the development of the thermal distribution in glaciers during extensive volume changes. There is a possible diversity in how the thermal structure might change with a changing climate. Storglaciären is losing the cold surface layer in the ablation area and progressively becomes more temperate, while Kårsaglaciären is losing the zone of temperate ice in the ablation area and consequently becoming colder. The overall objective of this study has been to improve the understanding of the thermal response of polythermal glaciers to climate change. The results from Pårteglaciären, northern Sweden, indicate a decrease in volume by 18% in the last 15 years with an expected decrease of 35% of its present size during the coming century. As a consequence of the prevailing climate and volume decrease Pårteglaciären is experiencing a thinning of the cold surface layer at an average rate of 1.13 m a-1. The volumetric and cold surface layer changes are in the same magnitude, which may indicate that the CTS adapts relatively rapidly to the present changes. Assuming a climatic effect similar to what has been observed on Storglaciären, it can be concluded that the thinning has influenced the thermal regime. But in contrast to Kårsaglaciären, the thermal distribution on Pårteglaciären has become more temperate as a result of the substantial mass loss. / Klimatförändringar i Arktis och subarktis har orsakat stora förändringar i kryosfären. Ett varmare klimat orsakar en minskning av glaciärers storlek och omfattning och nettomassbalansen för Arktiska glaciärer har varit negativ under de senaste 40 åren. Relativt få studier har genomförts angående utvecklingen av den termiska fördelningen i glaciärer under omfattande volymförändringar. Det finns en möjlig diversitet i hur den termiska strukturen kan ändras med ett förändrat klimat. Storglaciären förlorar det kalla ytskiktet i ablationsområdet och blir successivt mer tempererad, medan Kårsaglaciären förlorar zonen med tempererad is i ablationsområdet och blir därmed kallare. Syftet med den här studien har varit att öka förståelsen för den termiska reaktionen hos polytermala glaciärer till ett förändrat klimat. Resultaten från Pårteglaciären i norra Sverige visar en volymreducering med 18% under de senaste 15 åren med en förväntad minskning på 35% av den nuvarande storleken under det kommande århundradet. Som en följd av det rådande klimatet och den reducerade volymen genomgår det kalla ytskiktet på Pårteglaciären en förtunning med en genomsnittlig hastighet av 1.13 m a-1. Volymförändringarna och förändringarna i kalla ytskiktet är i samma storleksordning, vilket tyder på att CTS anpassas relativt snabbt till de nuvarande förändringarna. Förutsatt en klimatisk effekt liknande den som observerats på Storglaciären, kan slutsatsen dras att förtunningen har påverkat den termiska regimen. Men i motsats till Kårsaglaciären har den termiska fördelningen på Pårteglaciären blivit mer tempererad som ett resultat av den omfattande massförlusten.

This dissertation is focused on the research of the applicability of the thermographic method in the diagnosis of concrete bridges in the Czech Republic. The theoretical part characterizes selected defects of concrete structures and the principle of their detection. The practical part describes the measurements made in the laboratory on the test specimen and the field on the concrete bridge. Most attention is paid to infrared thermography, ground-penetrating radar and ultrasonic pulse-echo method. Based on the results of the dissertation, recommendations for the use of the thermographic test method in practice were developed.