[R_Casalarreina_Condestables] Documentación geométrica del Palacio de los Condestables de Casalarreina (La Rioja)

[ES] La documentación de este proyecto ha servido como base para la realización de los siguientes proyectos y artículos:

[A_Arlucea_SanMartin] Documentación geométrica y representación virtual de la iglesia de San Martín de Arlucea (Álava)

[ES] El edificio tiene planta rectangular de unos 30 x 15 metros con un interior con una altura de 10 metros. Cuenta con una torre anexa a los pies y un pórtico de piedra de ocho arcos de posible factura medieval. La antigua cabecera ha quedado como la sacristía actual.

[R_SanMillan_Yuso] Documentación geométrica del refectorio mayor del Monasterio de Yuso

[ES] Se trata de una estancia de 35 x 9 metros de planta que se organiza con un banco corrido en tres de sus lados con un respaldo a modo de friso y una serie de mesas de madera, cuenta además con varias ventanas y tres lámparas que aportan la iluminación, una puerta de acceso destacada en madera con cancel, púlpito para la lectura y varios cuadros.

[R_Logroño_Muralla] Documentación geométrica del Cubo del Revellín (Logroño, La Rioja)

[ES] Documentación del exterior y del interior del cubo de la muralla de Logroño. Esta torre tiene una forma aproximadamente cilíndrica de 10 metros de radio. Al interior se compone de dos niveles, el superior (antiguo teatro) que forma una estancia circular con un pilar en el centro y el inferior que consiste en una estancia abovedada. Además se ha documentado una galería de acceso.

[G_Deba_PraileAitz] Documentación geométrica de la cueva de Praile Aitz I (Deba, Gipuzkoa)

[ES] El siguiente artículo disponible también en este repositorio muestra información relativa al presente proyecto:

[B_Zalla_Bolunburu] Documentación Geométrica de la Ferrería Bolunburu (Zalla, Bizkaia)

[ES] El conjunto de dos edificios divididos en varias estancias, un canal de captación de aguas y un puente, todo ello arruinado. Los muros aún se mantienen en pie aunque ya no quedan restos de los tejados ni del mobiliario, maquinaria o decoración.

[Z_Sadaba_Mausoleo] Documentación geométrica del mausoleo romano de «La Sinagoga» (Sádaba, Zaragoza)

[ES] Se conoce como la «Sinagoga» de Sádaba a las ruinas de un pequeño edificio con planta en forma de cruz de 12 por 14 metros, cuyos restos alcanzan una altura máxima de 4 metros, que se encuentra localizado al sureste del casco urbano del municipio de Sádaba (Zaragoza), junto al Canal de las Bardenas. A pesar de esta denominación, en la actualidad se considera que se trata de un mausoleo de época romana.

[Z_Sadaba_Mausoleo] Documentación geométrica del mausoleo romano de «La Sinagoga» (Sádaba, Zaragoza) (II)

[ES] Se conoce como la «Sinagoga» de Sádaba a las ruinas de un pequeño edificio con planta en forma de cruz de 12 por 14 metros, cuyos restos alcanzan una altura máxima de 4 metros, que se encuentra localizado al sureste del casco urbano del municipio de Sádaba (Zaragoza), junto al Canal de las Bardenas. A pesar de esta denominación, en la actualidad se considera que se trata de un mausoleo de época romana. La documentación realizada incluye una red de coordenadas absolutas obtenidas por técnicas GNSS y un volumétrico por topografía clásica. Asimismo se ha generado un modelo 3D mallado con texturas fotográficas a partir de fotografías.

[A_Llodio_Goikoetxea] Documentación geométrica de los restos de una prensa de sidra en el Caserío Goikoetxea, barrio de Isusi (Laudio/Llodio, Álava)

[ES] Los restos corresponden a un agujero que se han encontrado en la excavación del pórtico y que se relaciona con un posible poste y un pilar de madera en el interior del caserío que parece una reutilización de los elementos de la antigua prensa.

[A_Llodio_Yermo] Documentación geométrica para la puesta en valor y difusión social del Santuario de Santa María del Yermo (Laudio/Llodio, Álava)

[ES] La iglesia de Santa María tiene una planta de unos 22x18 metros y cuenta con tres pórticos (sur, oeste y norte) así como una espadaña exenta. Adyacente al sudeste se encuentra la ermita de Santa Lucía. Las excavaciones arqueológicas de dos zonas de unos 6 x 3 metros en el interior y el exterior de la iglesia sirven como hilo conductor a las jornadas de puertas abiertas al público.

Short-term morphological changes after sand-digging during a sand sculpture activity

The morphology of the beach backshore and foreshore at Huiquan Bay, Qingdao, China, is characterized by a single intertidal sandbar system with a spring tide range of 4.59 m. The beach was measured with a laser total station of Leica TPS402. Contours of the beach were generated using data collected in March and November 2005. The survey method provided 2 mm measuring accuracy and 4-10 m horizontal spacing. The net accretion volume of the foreshore was about 11, 215 m(3) from March to November. After sand sculpture activity, the axis of the sand trough migrated onshore from about 3.5 m to 17.5 m on the foreshore beach in November. At the same time, the axis of the sandbar crest migrated onshore no more than 42.25 m on the northwest foreshore; and it migrated offshore no more than 23.75 m on the southeast foreshore. On the northwest and southeast foreshore beach, two strips of erosion areas with a thickness of 0-0.2 m appeared on the sandbar crest. Accretion occurred at the bottom of the sand trough with a thickness of similar to 0.2-0.6 m. The sandbar height decreased after sand sculpture activity, and it was no more than 0.7 m in March and 0.6 m in November. Human activities, such as sand digging on the sandbar crest during sand sculpture activity, also can disturb the beach morphology of intertidal bar systems. This phenomenon also was validated by comparison of beach morphology, the results of a color artificial tracer experiment and a sediment transportation trend prediction.

Analiza ilościowa degradacji szlaków turystycznych na przykładzie Gorczańskiego Parku Narodowego i Popradzkiego Parku Krajobrazowego

Wydział Nauk Geograficznych i Geologicznych

Rock strength : a control of shore platform elevation

This study determined whether a previous laboratory finding relating platform elevation to rock strength could be verified when tested in the field. Testing took place along the Otway coast in southeastern Australia. Fourteen platforms were profiled using a total station while rock strength tests were performed with a type L Schmidt hammer. Results established that higher mean platform elevation correlated with increased rock strength (r = 0.661, p < 0.05). This confirmed that a relation exists between elevation and rock strength when tested in the field. This finding has implications for the interpretation of shore platforms and marine terrace elevations in relation to sea level.

Proposta metodológica para o imageamento, caracterização, parametrização e geração de modelos virtuais de afloramentos

The aim of this work was to describe the methodological procedures that were mandatory to develop a 3D digital imaging of the external and internal geometry of the analogue outcrops from reservoirs and to build a Virtual Outcrop Model (VOM). The imaging process of the external geometry was acquired by using the Laser Scanner, the Geodesic GPS and the Total Station procedures. On the other hand, the imaging of the internal geometry was evaluated by GPR (Ground Penetrating Radar).The produced VOMs were adapted with much more detailed data with addition of the geological data and the gamma ray and permeability profiles. As a model for the use of the methodological procedures used on this work, the adapted VOM, two outcrops, located at the east part of the Parnaiba Basin, were selected. On the first one, rocks from the aeolian deposit of the Piaui Formation (Neo-carboniferous) and tidal flat deposits from the Pedra de Fogo Formation (Permian), which arises in a large outcrops located between Floriano and Teresina (Piauí), are present. The second area, located at the National Park of Sete Cidades, also at the Piauí, presents rocks from the Cabeças Formation deposited in fluvial-deltaic systems during the Late Devonian. From the data of the adapted VOMs it was possible to identify lines, surfaces and 3D geometry, and therefore, quantify the geometry of interest. Among the found parameterization values, a table containing the thickness and width, obtained in canal and lobes deposits at the outcrop Paredão and Biblioteca were the more relevant ones. In fact, this table can be used as an input for stochastic simulation of reservoirs. An example of the direct use of such table and their predicted radargrams was the identification of the bounding surface at the aeolian sites from the Piauí Formation. In spite of such radargrams supply only bi-dimensional data, the acquired lines followed of a mesh profile were used to add a third dimension to the imaging of the internal geometry. This phenomenon appears to be valid for all studied outcrops. As a conclusion, the tool here presented can became a new methodology in which the advantages of the digital imaging acquired from the Laser Scanner (precision, accuracy and speed of acquisition) were combined with the Total Station procedure (precision) using the classical digital photomosaic technique

Uso do GPR na geração de modelos estáticos 3D para o planejamento de lavra de minerais pesados depositados em dunas eólicas

This project was developed as a partnership between the Laboratory of Stratigraphical Analyses of the Geology Department of UFRN and the company Millennium Inorganic Chemicals Mineração Ltda. This company is located in the north end of the paraiban coast, in the municipal district of Mataraca. Millennium has as main prospected product, heavy minerals as ilmenita, rutilo and zircon presents in the sands of the dunes. These dunes are predominantly inactive, and overlap the superior portion of Barreiras Formation rocks. The mining happens with the use of a dredge that is emerged at an artificial lake on the dunes. This dredge removes sand dunes of the bottom lake (after it disassembles of the lake borders with water jets) and directs for the concentration plant, through piping where the minerals are then separate. The present work consisted in the acquisition external geometries of the dunes, where in the end a 3D Static Model could be set up of these sedimentary deposits with emphasis in the behavior of the structural top of Barreiras Formation rocks (inferior limit of the deposit). The knowledge of this surface is important in the phase of the plowing planning for the company, because a calculation mistake can do with that the dredge works too close of this limit, taking the risk that fragments can cause obstruction in the dredge generating a financial damage so much in the equipment repair as for the stopped days production. During the field stages (accomplished in 2006 and 2007) topographical techniques risings were used with Total Station and Geodesic GPS as well as shallow geophysical acquisitions with GPR (Ground Penetrating Radar). It was acquired almost 10,4km of topography and 10km of profiles GPR. The Geodesic GPS was used for the data geopositioning and topographical rising of a traverse line with 630m of extension in the stage of 2007. The GPR was shown a reliable method, ecologically clean, fast acquisition and with a low cost in relation to traditional methods as surveys. The main advantage of this equipment is obtain a continuous information to superior surface Barreiras Formation rocks. The static models 3D were elaborated starting from the obtained data being used two specific softwares for visualization 3D: GoCAD 2.0.8 and Datamine. The visualization 3D allows a better understanding of the Barreiras surface behavior as well as it makes possible the execution of several types of measurements, favoring like calculations and allowing that procedures used for mineral extraction is used with larger safety