Study of the fronts of Johnsons and Hurd Glaciers (Livingston Island, Antarctica) from 1957 to 2013, with links to shapefiles

The study of glacier fronts combines different geomatics measurement techniques as the classic survey using total station or theodolite, technical GNSS (Global Navigation Satellite System), using laser-scanner or using photogrammetry (air or ground). The measure by direct methods (classical surveying and GNSS) is useful and fast when accessibility to the glaciers fronts is easy, while it is practically impossible to realize, in the case of glacier fronts that end up in the sea (tide water glaciers). In this paper, a methodology that combines photogrammetric methods and other techniques for lifting the front of the glacier Johnsons, inaccessible is studied. The images obtained from the front, come from a non-metric digital camera; its georeferencing to a global coordinate system is performed by measuring points GNSS support in accessible areas of the glacier front side and applying methods of direct intersection in inaccessible points of the front, taking measurements with theodolite. The result of observations obtained were applied to study the temporal evolution (1957-2014) of the position of the Johnsons glacier front and the position of the Argentina, Las Palmas and Sally Rocks lobes front (Hurd glacier).

Bóvedas y contrarresto del Colegio de Nuestra Señora de la Antigua de Monforte de Lemos : geometría, construcción y mecánica

El Colegio de Nuestra Señora de la Antigua de Monforte de Lemos (1593-1619) constituye el principal ejemplo del clasicismo herreriano de Galicia. Esta tesis analiza los aspectos técnicos de la construcción de sus bóvedas de cantería, en el marco disciplinar de la Historia de la Construcción. El Colegio contiene varios tipos de bóvedas entre las que destacan su cúpula trasdosada y su escalera monumental. Además, se conservan los documentos notariales históricos que describen las obras y una de las monteas más importantes de Galicia. Las bóvedas han sufrido movimientos y algunas presentan importantes deformaciones, que han suscitado preocupación sobre su estabilidad. El estudio se organiza en tres epígrafes: geometría, construcción y mecánica, tres aspectos estrechamente interrelacionados en este tipo de estructuras. La parte de estudio geométrico parte de un levantamiento en el que se emplea una estación total sin reflectante, una técnica que permite una medición muy precisa de la forma real de las bóvedas. Como complemento se ha recurrido a técnicas de escáner fotográfico. Con los datos de las mediciones se han elaborado los dibujos de las bóvedas, y analizado sus medidas e irregularidades. Se ha incluido un análisis metrológico por métodos inductivos, que ha puesto de manifiesto la unidad utilizada en la construcción. El estudio se completa con la recopilación de las reglas de dimensionamiento que figuran en los tratados, que se comparan con las dimensiones de las bóvedas analizadas. En el estudio constructivo se registran los despieces y la configuración constructiva y se contrastan, por un lado, con las soluciones que aparecen en los principales tratados de los siglos XVI, XVII y XVIII, y por otro, con las descripciones que se encuentran en los documentos históricos del Colegio. Se ha prestado especial atención al estudio de estos documentos, que han permitido conocer algunos aspectos originales del proceso de construcción de estas bóvedas. En una de las paredes del claustro se ha identificado una montea inédita cuyo levantamiento y análisis se incorpora en esta parte. En el estudio mecánico se analiza la estabilidad dentro del marco teórico del Moderno Análisis Límite de Estructuras de Fábricas. La comprensión del comportamiento estructural, unida a la precisión de los levantamientos, ha permitido explicar los movimientos de las fábricas e inferir la geometría original de algunas de las bóvedas, no siempre evidente en los casos de fuertes deformaciones. Los estudios realizados hasta ahora en bóvedas de los siglos XVI y XVII permiten vislumbrar un panorama de soluciones constructivas más rico que el que recogen los tratados históricos. Las nuevas técnicas de medición sin contacto abren nuevas posibilidades para analizar estas estructuras. Los casos estudiados todavía son escasos y se necesita un conjunto más amplio para poder realizar un análisis general. Esta tesis aporta el estudio de uno de esos casos con el fin de contribuir al mejor conocimiento de la construcción en España en los siglos XVI y XVII. ABSTRACT The Colegio de Nuestra Señora de la Antigua (1593-1619), in Monforte de Lemos, Spain, is the best example in Galicia of the classicism influenced by the Monastery of El Escorial and his architect, Juan de Herrera. This thesis analyzes the technical aspects of the construction of its masonry vaults within the discipline of Construction History. The Colegio exhibits various types of vaults, among which the extradosed ashlar dome and the grand staircase are particularly worth mentioning. In addition, the legal documents containing thorough specifications of the work, as well as one of the construction drawings at actual size —one of the best examples in Galicia—, have both been preserved to this date. Some of the vaults have undergone important deformations that have raised concerns about their stability. The study is organized in three sections: geometry, construction, and mechanics, the three clearly interrelated in this type of structures. The geometrical study starts out with a metric survey using a reflectorless total station, a technique that allows a very precise measurement of the actual shape of the vault. This technique was complemented with the use of a photo-based 3D scanner. The resulting measurements were used to draw the vaults, and analyze their dimensions and irregularities. An inductive metrological analysis, which was able to reveal the exact metric unit utilized during the construction, is included in this section. The section is completed with the gathering of the dimensional rules appearing in the various historical treatises, which are compared with the dimensions of the actual vaults. The construction study deals with the quartering of the structure, whose results are compared, on the one hand, with the approaches appearing in the main treatises of the 16th- 18th centuries, and on the other, with the descriptions in the historical documents of the Colegio itself. Special attention has been paid to the study of these documents, which have revealed some original aspects in the construction process of the vaults. In one of the cloister’s walls, a hitherto unheard-of construction drawing at actual size was found. Its survey and analysis is included in this section. The mechanical study analyzes the Colegio's vaults stability within the theoretical frame of the Modern Limit Analysis of Masonry Structures. The interpretation of the structural behavior, coupled with the precision of the surveys, has allowed a deep understanding of the masonry’s movements and the original geometry of some of the vaults —not always evident in the case of strong deformations— has been inferred. The studies dealing with XVI and XVII century vaults conducted up to this date show a landscape of constructive solutions far richer than the one suggested in the historical treatises. The new contactless measuring techniques offer exciting possibilities for the analysis of these structures. The cases studied are still few and more would be needed before a general analysis can be attempted. This thesis constitutes one such additional case and its goal is to improve our understanding of Spanish construction in the 16th-17th centuries.

Investigaciones dendrogeomorfológicas aplicadas al estudio de la peligrosidad por avenidas e inundaciones en el parque nacional de la Caldera de Taburiente (La Palma, Islas Canarias).

Las Angustias torrent is an ungauged stream located in the Caldera de Taburiente National Park (Canary Islands), where frequent and intense flood events occur (even causing fatalities, such as in November 2001). The aim of this research is to analyse the flood hazard in one of the most visited areas of this protected area. To carry out this objective, during two dendrogeomorphological campaigns, all pine trees located on the stream bed and banks showing external evidence of flash flood damage were sampled. In addition, a detailed topographical survey using GPS and total station allowed us to obtain the inputs for hydraulic modelling. In the preliminary results, two flood events have been identified (1967-1968 and 1999- 2000), and evidence of other dates has been observed (1976, 1983, 1993 and 2001). Magnitude reconstruction of these events will improve flood hazard and risk analyses and will be useful for National Park managers.

Assessment of Underground Wine Cellars Using Geographic Information Technologies

Geographic information technologies (GIT) are essential to many fields of research, such as the preservation and dissemination of cultural heritage buildings, a category which includes traditional underground wine cellars. This article presents a methodology based on research carried out on this type of rural heritage building. The data were acquired using the following sensors: EDM, total station, close-range photogrammetry and laser scanning, and subsequently processed with a specific software which was verified for each case, in order to obtain a satisfactory graphic representation of these underground wine cellars. Two key aspects of this work are the accuracy of the data processing and the visualization of these traditional constructions. The methodology includes an application for geovisualizing these traditional constructions on mobile devices in order to contribute to raising awareness of this unique heritage.

The construction of sexpartite vaults in Europe

Sexpartite vaults constitute one of the most interesting chapters in European Gothic architecture. Originally, the use of the square cross-ribbed vault was limited to relatively small spaces, but when the need arose to cover spaces of considerable size, a new vault with very peculiar characteristics appeared. This new vault was a cross-ribbed vault that was reinforced in the centre by a rib that was parallel to the transverse ribs which effectively divided the vault in half. This configuration breaks the side arch into two fragments, creating a pair of windows on each side. The volumetrics of these vaults is extremely complex and the difficulties involved in their construction perhaps explain why they were abandoned in favour of the simple cross ribbed vault, now with rectangular sections. The existence of the sexpartite vault barely lasted more than fifty years, from the end of the XII century and the beginning of the XIII. Towards the end of the 19th century Viollet-le-Duc gave a succinct explanation of this type of vault. A. Choisy also, later, devotes some pages to the French sexpartite vault; since then, the subject has only been broached in a few references in later studies on Gothic architecture. However, despite its short period of existence, the sexpartite vault spread throughout Europe and was used to build important vaulting. Viollet-le-Duc's sexpartite vault could be considered to be the prototype of them all, while it is true that the studies that we have conducted so far lead us to affirm that there is a wide variety of vaults, with different volumetric spaces and different construction strategies. Therefore, we believe that this chapter of international Gothic deserves further study applying the knowledge and resources that are available today. This paper has been written to explore the most significant European sexpartite vaults. New measurement technology has led to a revolution in research into the history of construction, allowing studies to be conducted that were hitherto impossible. Thorough data collection using total station and photogrammetry has enabled us to identify the stereotomy of the voussoirs, tas-de-charges and keystones, as well as the bonding of the surfaces of the severies. A comparison of the construction techniques employed in the different vaults studied reveals common construction features and aspects that are specific to each country. Thus we are able to establish the relationship between sexpartite vaults in different European countries and their influence on each other.

3D Maize Plant Reconstruction Based on Georeferenced Overlapping LiDAR Point Clouds

3D crop reconstruction with a high temporal resolution and by the use of non-destructive measuring technologies can support the automation of plant phenotyping processes. Thereby, the availability of such 3D data can give valuable information about the plant development and the interaction of the plant genotype with the environment. This article presents a new methodology for georeferenced 3D reconstruction of maize plant structure. For this purpose a total station, an IMU, and several 2D LiDARs with different orientations were mounted on an autonomous vehicle. By the multistep methodology presented, based on the application of the ICP algorithm for point cloud fusion, it was possible to perform the georeferenced point clouds overlapping. The overlapping point cloud algorithm showed that the aerial points (corresponding mainly to plant parts) were reduced to 1.5%–9% of the total registered data. The remaining were redundant or ground points. Through the inclusion of different LiDAR point of views of the scene, a more realistic representation of the surrounding is obtained by the incorporation of new useful information but also of noise. The use of georeferenced 3D maize plant reconstruction at different growth stages, combined with the total station accuracy could be highly useful when performing precision agriculture at the crop plant level.

Bóvedas sexpartitas : los orígenes del gótico

Uno de los capítulos más interesantes del gótico europeo lo constituyen las bóvedas sexpartitas, sin lugar a dudas una de las bóvedas más singulares jamás creadas dentro de este estilo. Las primeras bóvedas góticas, en cruce de ojivas y de planta cuadrada, limitaban su uso a espacios relativamente pequeños, pero ante la necesidad de cubrir espacios de considerables dimensiones, apareció una nueva bóveda de características muy peculiares; la sexpartita. Esta bóveda en cruce de ojivas está reforzada por el centro con un arco paralelo a los arcos fajones que la divide por la mitad y que fragmenta el arco formero en dos, creando una pareja de ventanales en cada lado. La sencilla superficie en bóveda de arista, en el origen de las bóvedas de crucería, se complica extraordinariamente creando una volumetría de gran complejidad con seis cuarteles de plementería y con seis apoyos de distinto tamaño, cuatros esquineros y dos centrales más pequeños. Las dificultades que implica la construcción de este tipo de bóvedas explican quizás su abandono prematuro y la vuelta a la bóveda de crucería simple, ahora de tramos rectangulares. No obstante, a pesar de su corta existencia, la bóveda sexpartita fue la gran protagonista de los inicios del gótico y con ella se llevaron a cabo importantes abovedamientos, desde Inglaterra hasta Rumanía. La disciplina de la Historia de la Construcción se vio extraordinariamente favorecida por los estudios realizados en el siglo XIX, sin embargo su investigación se abandona durante el siglo XX para ser recuperada recientemente. Viollet-le-Duc, a finales del s. XIX, hace una sucinta explicación de este tipo de bóvedas. También Auguste Choisy, más tarde, dedica unas páginas a la bóveda sexpartita francesa; desde entonces, este tema, ha merecido escasísimas referencias en los estudios posteriores. Esta investigación se enmarca en este contexto y pretende poner de manifiesto los conocimientos geométricos y constructivos que hicieron posible la realización de las bóvedas sexpartitas europeas. Para ello se ha llevado a cabo la investigación de las principales bóvedas en Europa occidental; Francia, España, Inglaterra, Alemania, Suiza e Italia. Su estudio comparativo nos ha permitido poner de manifiesto sus características constructivas comunes y aquellos aspectos propios de cada país, así como algunos de los canales de comunicación que permitieron la expansión de esta arquitectura. Las nuevas tecnologías de medición, el escáner láser, la estación total, la fotogrametría, etc., han supuesto una revolución para la documentación y restauración del Patrimonio y un salto cualitativo formidable para el análisis de las bóvedas góticas, permitiendo estudios de la arquitectura histórica hasta ahora inabordables. Para realizar el análisis de las bóvedas sexpartitas europeas se ha llevado a cabo un levantamiento exhaustivo de las mismas, lo que ha permitido definir su despiece, obteniendo la forma de la talla de cada uno de los elementos constructivos que la componen; jarjas, dovelas, claves y plementería. La obtención de estos datos nos ha permitido abordar un profundo estudio de su estereotomía y construcción, aportando datos inéditos hasta el momento. Por otro lado se ha llevado a cabo la detección y catalogación de las principales bóvedas sexpartitas que aún se conservan en Europa. Los estudios realizados nos permiten afirmar que la bóveda sexpartita surge en Francia en la segunda mitad del siglo XII, utilizándose en las principales catedrales francesas, como Notre Dame de Paris, Bourges o Laon. A comienzos del siglo XIII cae en desuso en Francia y comienza su expansión por el resto de Europa, donde se abandona medio siglo después, desapareciendo definitivamente del gótico europeo. Mientras que los ejemplos que datan del siglo XII muestran soluciones escasamente desarrolladas y propias del románico, las bóvedas construidas en el siglo XIII muestran soluciones enormemente complejas, con grandes jarjamentos e inteligentes estrategias constructivas y geométricas que permiten la simplificación de sus estructuras auxiliares y una mayor libertad en su diseño. Estas bóvedas son el reflejo del desarrollo de la estereotomía gótica en sus comienzos por lo que su estudio nos ha permitido conocer el desarrollo y la evolución del gótico primitivo en Europa. ABSTRACT One of the most interesting chapters of European Gothic is the sexpartite vault, without doubt one of the most remarkable vaults ever created within this style. The first Gothic vaults, with crossed ribs on a square base, were restricted to relatively small areas, but a new vault, with very particular characteristics emerged to address the need to cover spaces of considerable size; the sexpartite vault. This cross-ribbed vault is reinforced in the centre by an arch that runs parallel to the transverse arches, divides the vault in half and splits the wall arch in two, creating a pair of windows, one on each side. The simple groin vault surface, the source of ribbed vaults, was greatly complicated creating a highly complex volume with six sections of severies and with six supports of different sizes, four on the corners and two smaller central ones. The construction difficulties involved in building this type of vault may explain its premature abandonment and a return to the simple cross-ribbed vault, now in rectangular sections. However, despite its brief existence, the sexpartite vault was the great protagonist of the beginnings of Gothic architecture and important vaulting was built using this system from England to Romania. Studies undertaken in the 19th century helped the History of Construction as a discipline tremendously. Research was abandoned during the twentieth century however, and has only recently been taken up again. Towards the end of the 19th century, Viollet-le-Duc gave a brief description of this type of vault. Later, Auguste de Choisy also devoted some pages to the French sexpartite vault; since then, later studies have made very few references to it. Against this background, this research now attempts to bring to light the knowledge of geometry and construction that made the construction of the European sexpartite vault possible. To this end, the main vaults in Western Europe - France, Spain, England, Germany, Switzerland and Italy, have been studied. By making a comparative study we have been able to reveal the common construction features and those that are specific to each country, as well as some of the channels of communication that enabled this architecture to spread. New measuring technologies, the laser scanner, total station, photogrammetry, etc., have given rise to a revolution in heritage documentation and restoration, as well as facilitating a huge qualitative leap for the analysis of Gothic vaults, enabling studies of historical architecture that until now were inaccessible. A comprehensive survey was carried out to be able to analyse European sexpartite vaults. We could thus create an exploded view, which enabled us to obtain the form of each of the elements; tas-de-charges, voussoirs, keystones and severies. The data gathered provided previously unknown facts that enabled us to make an in-depth study of stereotomy and construction. Furthermore, the main sexpartite vaults still preserved in Europe have been identified and categorised. The studies undertaken allowed us to affirm that the sexpartite vault appeared in France in the second half of the twelfth century, being used in the main French cathedrals, such as Notre Dame de Paris, Bourges or Laon. At the beginning of the thirteenth century it fell into disuse in France and began to expand throughout the rest of Europe, where it was abandoned half a century later, disappearing from European Gothic for good. While the examples dating back to the 12th century display poorly developed solutions more characteristic of the Romanesque, the vaults built in the 13th century reveal enormously complex solutions, with large tas-de-charges and intelligent construction and geometric strategies that allowed auxiliary support structures to be simplified, and gave more freedom to design. These vaults reflect the beginnings of Gothic stereotomy and by studying them we have been able to learn more about the development and evolution of Early Gothic architecture in Europe.

Geomatica in ambito forense

La geomatica è la disciplina che si occupa di acquisire, modellizzare, interpretare, elaborare, archiviare e divulgare informazioni georeferenziate, ovvero informazioni caratterizzate da una posizione in un prescelto sistema di riferimento. La geomatica ha i suoi fondamenti metodologici nelle discipline che si sono occupate di risolvere i problemi di posizionamento sulla superficie terrestre e nelle sue immediate vicinanze (geodesia, astronomia, matematica, statistica). Alla geomatica afferiscono pertanto le tecniche di posizionamento terrestri (storicamente ricomprese nella topografia) e spaziali (GPS), la fotogrammetria digitale, le tecniche di scansione laser da terra e da velivolo, il telerilevamento da aereo e da satellite, la cartografia numerica, la geostatica. Applicare la geomatica in ambito forense significa descrivere le metodologie e le tecniche che vengono utilizzate in presenza di indagini giudiziarie, quali ricostruzioni di scene del crimine o ricostruzioni di incidenti stradali a partire proprio da rilievi geomatici. Le argomentazioni della tesi si suddividono in tre parti. La prima in cui descrivo le principali tecniche di misura e strumenti utilizzati dalla geomatica in ambito forense; la seconda e la terza parte descrivono in particolare le metodologie e le tecniche che un perito forense può applicare in presenza di due contesti abbastanza frequenti: la ricostruzione di scene del crimine e la ricostruzione di incidenti stradali.

Glaisdale Beck diversion scheme - channel change and suspended sediment response

This paper describes the implementation of a novel mitigation approach and subsequent adaptive management, designed to reduce the transfer of fine sediment in Glaisdale Beck; a small upland catchment in the UK. Hydro-meteorological and suspended sediment datasets are collected over a two year period spanning pre- and post-diversion periods in order to assess the impact of the channel reconfiguration scheme on the fluvial suspended sediment dynamics. Analysis of the river response demonstrates that the fluvial sediment system has become more restrictive with reduced fine sediment transfer. This is characterised by reductions in flow-weighted mean suspended sediment concentrations from 77.93 mg/l prior to mitigation, to 74.36 mg/l following the diversion. A Mann-Whitney U test found statistically significant differences (p < 0.001) between the pre- and post-monitoring median SSCs. Whilst application of one-way analysis of covariance (ANCOVA) on the coefficients of sediment rating curves developed before and after the diversion found statistically significant differences (p < 0.001), with both Log a and b coefficients becoming smaller following the diversion. Non-parametric analysis indicates a reduction in residuals through time (p < 0.001), with the developed LOWESS model over-predicting sediment concentrations as the channel stabilises. However, the channel is continuing to adjust to the reconfigured morphology, with evidence of a headward propagating knickpoint which has migrated 120 m at an exponentially decreasing rate over the last 7 years since diversion. The study demonstrates that channel reconfiguration can be effective in mitigating fine sediment flux in upland streams but the full value of this may take many years to achieve whilst the fluvial system, slowly readjusts.

Monitoreo de movimientos de terreno en el sector del cerro Tamuga del cantón Paute mediante técnicas DGPS

vulnerabilidad a deslizamientos ubicado en el Cerro Tamuga del cantón Paute, provincia del Azuay, la metodología empleada consiste en utilizar la técnica DGPS (Differential Global Positioning System), la misma que incluye el uso simultaneo de dos o más receptores, el método de medida empleado para las observaciones DGPS es el estático rápido con un tiempo de medida de diez minutos para cada hito, los resultados fueron comparados con mediciones realizadas con estación total, para lo que se aplicó el método de medida y cálculo de triangulación; que consiste en observar desde dos bases diferentes al mismo hito para realizar la triangulación y procesamiento de los datos. Durante la etapa de muestreo se realizó 20 campañas de medición con técnicas DGPS, monitoreando un total de 14 hitos, con técnicas convencionales (Topográficas) se realizó 7 campañas y se monitoreó 14 hitos. De estos datos se obtiene la diferencia entre la última y la primera medición tanto para valores de X, Y y Z, y por tanto se obtiene la variación de precisión para los dos métodos de medición (DGPS y Estación Total). Con los resultados (∆X, ∆Y, ∆Z) se realiza el análisis de la direccionalidad de los vectores de desplazamiento mediante la diferencia entre el promedio de todas las mediciones con el primer punto medido. Los resultados DGPS presentan menor variabilidad de los datos, por lo que se sugiere emplear esta técnica en la medición de desplazamiento en extensiones grandes. Con relación al caso de estudio del Cerro Tamuga, se determinó que mediante las mediciones con DGPS, éste no presenta movimientos, pero se deben continuar las campañas de monitoreo para analizar la situación a largo plazo.

A multi-station satellite radio beacon study of ionospheric variations during total solar eclipses

Faraday rotation data obtained at Delhi, Kurukshetra, Hyderabad, Bangalore, Waltair, Nagpur and Calcutta during the total solar eclipse of 16 February 1980 and at Delhi during the total solar eclipse of 31 July 1981 have been analysed to detect the gravity waves generated by a total solar eclipse as hypothesized by Chimonas and Hines (1970, J. geophys. Res. 75, 875). It has been found that gravity waves can be generated by a total solar eclipse but their detection at ionospheric heights is critically dependent on the location of the observing station in relation to the eclipse path geometry. The distance of the observing station from the eclipse path should be more than 500 km in order to detect such gravity waves.

Chart of station 2, crop sections of the old back ditch on the south side of the feeder, station 45, station 118 and the total length from the culvert to lot no. 5

Chart of station 2, crop sections of the old back ditch on the south side of the feeder, station 45, station 118 and the total length from the culvert to lot no. 5. This is signed by Fred Holmes, April 13, 1857.