Depositional models of lacustrine evaporites in the SE margin of the Ebro basin (Paleogene, NE Spain)

An important evaporitic sedimentation occurred during the Paleogene (Eocene to lower Oligocene) in the Barberà sector of the southeastern margin of the Tertiary Ebro Basin. This sedimentation took place in shallow lacustrine environments and was controlled by a number of factors: 1) the tectonic structuration of the margin; 2) the high calcium sulphate content in the meteoric waters coming from the marginal reliefs; 3) the semiarid climate; and 4) the development of large alluvial fans along the basin margin, which also conditioned the location of the saline lakes. The evaporites are currently composed of secondary gypsum in surface and anhydrite at depth. There are, however, vestiges of the local presence of sodium sulphates. The evaporite units, with individual thicknesses ranging between 50 and 100 m, are intercalated within various lithostratigraphic formations and exhibit a paleogeographical pattern. The units located closer to the basin margin are characterized by a massive gypsum lithofacies (originally, bioturbated gypsum) bearing chert, and also by meganodular gypsum locally (originally, meganodules of anhydrite) in association with red lutites and clastic intercalations (gypsarenites, sandstones and conglomerates). Chert, which is only linked to the thickest gypsum layers, seems to be an early diagenetic, lacustrine product. Cyclicity in these proximal units indicates the progressive development of lowsalinity, lacustrine bodies on red mud flats. At the top of some cycles, exposure episodes commonly resulted in dissolution, erosion, and the formation of edaphic features. In contrast, the units located in a more distal position with regard to the basin margin are formed by an alternation of banded-nodular gypsum and laminated gypsum layers in association with grey lutites and few clastic intercalations. These distal units formed in saline lakes with a higher ionic concentration. Exposure episodes in these lakes resulted in the formation of synsedimentary anhydrite and sabkha cycles. In some of these units, however, outer rims characterized by a lithofacies association similar to that of the proximal units occur (nodular gypsum, massive gypsum and chert nodules).

Magmatismo paleozoico en el Macizo del Roc de Frausa (Pirineos Orientales)

En el Macizo del Roc de Frausa se han diferenciado mediante criterios geoquímicos dos tipos diferentes de anfibolitas. El primer tipo lo forman metabasitas de afinidad toleitica y composición próxima a los E-MOIIB. Proceden de magmas poco evolucionados moderadamente bajos en potasio. Forman sills intercalados entre los metasedimentos cambro-ordovícicos y están asociadas a porfiroides gneísicos. Los porfiroides gneisicos representan términos ácidos subaluminicos de carácter explosivo y afinidad calcoalcalina con un contenido medio en potasio. Su relación genética con las metabasitas es poco clara; se interpretan como diferenciados ácidos de estas con una importante mezcla de material cortical. Se sugiere para este magmatismo un ámbito geodinámico continental fini-compresivo en relación con cucncas marginales.

Procesos de alteración de materiales pétreos en edificios de interés histórico

Sin pretender ser un trabajo exhaustivo, se exponen las bases generales y las fases de estudio que se realizan actualmente en los trabajos técnicos de diagnosis sobre el estado de conservación de un monumento, como paso previo a la restauración. Los estudios de diagnosis se centran habitualmente en la acción de la contaminación (como factor extrínseco) y en el estudio de la porosidad de la roca y sus propiedades hídncas (como factores intrínsecos). Además de estos factores existen otros procesos de alteración que tienen su origen en la naturaleza mineralógica y sus caractensticas cristaloquímicas (fábricas cristalinas, fases de cemento); se trata de mecanismos que pueden ser determinantes en alteración y que pueden pasar desapercibidos si no se realiza un estudio petrológico y cristaloquimico en profundidad, especialmente con las nuevas técnicas de microscopía electrónica y de análisis puntual con sonda de electrones.

Fifth-order cyclicity and organic matter contents relationship (Lower Eocene, Pyrenees)

The Upper Limestone Member of the Corones Formation of the Spanish Pyrenees consists of various units (Lower and Upper Foraminifera Units, Shale Unit, Cherty-ostracode Unit, Ostracode Unit and Chara-ostracode Unit) and offers strong facies and lateral thickness (20 to 80 m) variations. Detailed facies analyses, fifth-order cycles and organic geochemical determinations in the central domain of the Corones platform carbonates (Cherty-ostracode Unit), lower Eocene in age, were carried out to establish a case of close relationship between variations in organic matter productivity and cyclicity with annual period. The Cherty-ostracode Unit displays a continuous and pervasive fifth-order cyclicity, represented by 5 cycles. Each cycle consists of a lower part (mollusc facies) and an upper part (laminated ostracode facies). The calculated fifth-order cycle period ranges from about 17,000 to 28,000 years, which falls within the Milankovitch Band. Variations in organic matter content related to these carbonate cycles have been established. The lower mollusc facies members show a low organic carbon content and Hydrogen Index (HI) below 0.6% in weight and 261, respectively. By contrast, the upper laminated ostracode facies members show high organic carbon contents (up to 2% in weight) and high HI (between 164 and 373), and are also characterized by important silicification processes (the content in chert is up to 30%). The organic geochemistry resulting from these organic rich levels reflects a contribution of algal marine input.

Modelling hydrodynamics in the Rio Parana, Argentina : an evaluation and inter-comparison of reduced-complexity and physics based models applied to a large sand-bed river

Depth-averaged velocities and unit discharges within a 30 km reach of one of the world's largest rivers, the Rio Parana, Argentina, were simulated using three hydrodynamic models with different process representations: a reduced complexity (RC) model that neglects most of the physics governing fluid flow, a two-dimensional model based on the shallow water equations, and a three-dimensional model based on the Reynolds-averaged Navier-Stokes equations. Row characteristics simulated using all three models were compared with data obtained by acoustic Doppler current profiler surveys at four cross sections within the study reach. This analysis demonstrates that, surprisingly, the performance of the RC model is generally equal to, and in some instances better than, that of the physics based models in terms of the statistical agreement between simulated and measured flow properties. In addition, in contrast to previous applications of RC models, the present study demonstrates that the RC model can successfully predict measured flow velocities. The strong performance of the RC model reflects, in part, the simplicity of the depth-averaged mean flow patterns within the study reach and the dominant role of channel-scale topographic features in controlling the flow dynamics. Moreover, the very low water surface slopes that typify large sand-bed rivers enable flow depths to be estimated reliably in the RC model using a simple fixed-lid planar water surface approximation. This approach overcomes a major problem encountered in the application of RC models in environments characterised by shallow flows and steep bed gradients. The RC model is four orders of magnitude faster than the physics based models when performing steady-state hydrodynamic calculations. However, the iterative nature of the RC model calculations implies a reduction in computational efficiency relative to some other RC models. A further implication of this is that, if used to simulate channel morphodynamics, the present RC model may offer only a marginal advantage in terms of computational efficiency over approaches based on the shallow water equations. These observations illustrate the trade off between model realism and efficiency that is a key consideration in RC modelling. Moreover, this outcome highlights a need to rethink the use of RC morphodynamic models in fluvial geomorphology and to move away from existing grid-based approaches, such as the popular cellular automata (CA) models, that remain essentially reductionist in nature. In the case of the world's largest sand-bed rivers, this might be achieved by implementing the RC model outlined here as one element within a hierarchical modelling framework that would enable computationally efficient simulation of the morphodynamics of large rivers over millennial time scales. (C) 2012 Elsevier B.V. All rights reserved.

Tallers d'espai públic. Reportatge gràfic del Parc del Besòs

Report of one of the workshops developed in 2005 under the process of public participation: Mapping La Mina (2002-2006). http://www.ub.edu/escult/mina

Constraining 3-D electrical resistance tomography with GPR reflection data forimproved aquifer characterization

Surface-based ground penetrating radar (GPR) and electrical resistance tomography (ERT) are common tools for aquifer characterization, because both methods provide data that are sensitive to hydrogeologically relevant quantities. To retrieve bulk subsurface properties at high resolution, we suggest incorporating structural information derived from GPR reflection data when inverting surface ERT data. This reduces resolution limitations, which might hinder quantitative interpretations. Surface-based GPR reflection and ERT data have been recorded on an exposed gravel bar within a restored section of a previously channelized river in northeastern Switzerland to characterize an underlying gravel aquifer. The GPR reflection data acquired over an area of 240×40 m map the aquifer's thickness and two internal sub-horizontal regions with different depositional patterns. The interface between these two regions and the boundary of the aquifer with then underlying clay are incorporated in an unstructured ERT mesh. Subsequent inversions are performed without applying smoothness constraints across these boundaries. Inversion models obtained by using these structural constraints contain subtle resistivity variations within the aquifer that are hardly visible in standard inversion models as a result of strong vertical smearing in the latter. In the upper aquifer region, with high GPR coherency and horizontal layering, the resistivity is moderately high (N300 Ωm). We suggest that this region consists of sediments that were rearranged during more than a century of channelized flow. In the lower low coherency region, the GPR image reveals fluvial features (e.g., foresets) and generally more heterogeneous deposits. In this region, the resistivity is lower (~200 Ωm), which we attribute to increased amounts of fines in some of the well-sorted fluvial deposits. We also find elongated conductive anomalies that correspond to the location of river embankments that were removed in 2002.

Fish passage assessment at the most downstream barrier of the Ebro River (NE Iberian Peninsula)

Fish passage at artificial barriers is necessary for the conservation of healthy fish stocks. The first barrier that migratory fish encounter when ascending the Ebro River is the Xerta Weir, where a pool-type fishway was constructed in 2008. From 2007 to 2010, boat electrofishing surveys were conducted in the Ebro River downstream of the Xerta Weir to assess the potential pool of species that could use the fishway. Nine native and 12 exotic species were captured, the latter comprising 62 % of the relative abundance and 70 % of the biomass. A combination of video recording, electrofishing and trapping was used to assess the effectiveness of the fishway in facilitating the passage of fish. Eight species were detected using the fishway, of which five were native (Liza ramada, Anguilla anguilla, Barbus graellsii, Gobio lozanoi and Salaria fluviatilis) and three exotic (Alburnus alburnus, Cyprinus carpio and Rutilus rutilus). Only L. ramada used the fishway in substantial numbers. The rate of fish passage was the highest from June to August and decreased afterwards. The effectiveness of the fishway might be lowered by areas of turbulence within the fishway and by distraction flows from a nearby hydropower station

Efecte del tipus d'embassament en el règim de cabals mínims a la conca del riu Ebre

En el marc dels cabals ambientals o “ecològics”, el coneixement de la regulació del règim de cabals mínims o baixos per part de les infraestructures hidràuliques pren especial importància. En aquest treball, es contrasta la hipòtesi de que la regulació del règim fluvial per part dels embassaments de regadiu i per part dels embassaments destinats a la producció d’energia hidroelèctrica produeix una alteració diferent en el règim de cabals mínims. Per fer-ho, es realitza l’anàlisi comparatiu del grau d’assoliment històric dels cabals mínims ecològics, determinats en el nou Pla de Conca de l’Ebre 2010-15, en 30 trams fluvials representatius de l’efecte d’aquests tipus d’embassaments. Els resultats obtinguts indiquen que la tipologia d’ús dels embassaments és determinant en la regulació dels cabals mínims. Els embassaments de reg produeixen una major alteració del règim de cabals mínims i presenten una diferent distribució i una major variabilitat intraanual en aquesta alteració que els embassaments hidroelèctrics.

The Effects of Headcut and Knickpoint Propagation on Bridges in Iowa, TR-541, 2008

The overarching goal of the proposed research was to provide a predictive tool for knickpoint propagation within the HCA (Hungry Canyon Alliance) territory. Knickpoints threaten the stability of bridge structures in Western Iowa. The study involved detailed field investigations over two years in order to monitor the upstream migration of a knickpoint on Mud Creek in Mills County, IA and identify the key mechanisms triggering knickpoint propagation. A state-of-the-art laser level system mounted on a movable truss provided continuous measurements of the knickpoint front for different flow conditions. A pressure transducer found in proximity of the truss provided simultaneous measurements of the flow depth. The laser and pressure transducer measurements led to the identification of the conditions at which the knickpoint migration commences. It was suggested that negative pressures developed by the reverse roller flow near the toe of the knickpoint face triggered undercutting of the knickpoint at this location. The pressure differential between the negative pressure and the atmospheric pressure also draws the impinging jet closer to the knickpoint face producing scour. In addition, the pressure differential may induce suction of sediment from the face. Other contributing factors include slump failure, seepage effects, and local fluvial erosion due to the exerted fluid shear. The prevailing flow conditions and soil information along with the channel cross-sectional geometry and gradient were used as inputs to a transcritical, one dimensional, hydraulic/geomorphic numerical model, which was used to map the flow characteristics and shear stress conditions near the knickpoint. Such detailed flow calculations do not exist in the published literature. The coupling of field and modeling work resulted in the development of a blueprint methodology, which can be adopted in different parts of the country for evaluating knickpoint evolution. This information will assist local government agencies in better understanding the principal factors that cause knickpoint propagation and help estimate the needed response time to control the propagation of a knickpoint after one has been identified.

Stochastic inversion of tracer test and electrical geophysical data to estimate hydraulic conductivities.

Quantifying the spatial configuration of hydraulic conductivity (K) in heterogeneous geological environments is essential for accurate predictions of contaminant transport, but is difficult because of the inherent limitations in resolution and coverage associated with traditional hydrological measurements. To address this issue, we consider crosshole and surface-based electrical resistivity geophysical measurements, collected in time during a saline tracer experiment. We use a Bayesian Markov-chain-Monte-Carlo (McMC) methodology to jointly invert the dynamic resistivity data, together with borehole tracer concentration data, to generate multiple posterior realizations of K that are consistent with all available information. We do this within a coupled inversion framework, whereby the geophysical and hydrological forward models are linked through an uncertain relationship between electrical resistivity and concentration. To minimize computational expense, a facies-based subsurface parameterization is developed. The Bayesian-McMC methodology allows us to explore the potential benefits of including the geophysical data into the inverse problem by examining their effect on our ability to identify fast flowpaths in the subsurface, and their impact on hydrological prediction uncertainty. Using a complex, geostatistically generated, two-dimensional numerical example representative of a fluvial environment, we demonstrate that flow model calibration is improved and prediction error is decreased when the electrical resistivity data are included. The worth of the geophysical data is found to be greatest for long spatial correlation lengths of subsurface heterogeneity with respect to wellbore separation, where flow and transport are largely controlled by highly connected flowpaths.

El Papel de los ríos Muga y Fluviá en la determinación del trasvase del Ter al área metropolitana de Barcelona

El trasvase del Ter ha sido fundamental para el abastecimiento de parte del área metropolitana de Barcelona. Sin embargo, un aspecto determinante para su ejecución ha pasado desapercibido: la existencia de unos ríos menores como la Muga y el Fluviá, vecinos del Ter, que facilitaron la toma de esa controvertida decisión. El artículo analiza su influencia y aporta una novedad en la temática que es la del enfoque territorial del trasvase, no tanto desde la óptica del entorno metropolitano o del conjunto de Cataluña, sino desde la perspectiva interna de los propios ríos gerundenses

Técnicas composicionales para concentraciones geoquímicas por debajo del límite de detección

In most geochemical analyses log-ratio techniques are required to analyse compositional data sets. When a chemical element is present at a low concentration in is usally identified as a value below the detection límit and added to the data set either as zero or simply by attaching a less-than label. In any case, the occirrence of such concentration prevents us from applying the log-ratio approach. We review here the tehoretical bases of the most recent proposals for dealing with these types of observation, give some advice on their practical application and illustrate their performance throgh some examples using geochemical data

Passarel·la per a vianants sobre el riu Segre : 1era Mostra d'arquitectura de les terres de Lleida 2005

Descripció del projecte. S'han de destacar les innovacions i aportacions a l'avanç del coneixement que incorpora el projecte. Es poden incorporar memòries, plànols, fotografies, esbossos, etc. També l'adreça web si s'ha penjat més informació sobre el projecte.Passarel.la per a vianants sobre el riu Segre.Memòria.La passera vol ser simplement el vincle entre les dues ribes del Segre. Entesa més com a itinerari quecom a lloc d'estada, pretén no esborrar mai la percepció d'estar suspès a una cota alta sobre el llit delriu. Tot això ha dut a dimensionar-la ajustadament per a fer compatible el pas de vianants i bicicletes, ipermetre el trànsit eventual de vehicles de servei.Participa de la mateixa idea l'esforç en atravessar tot el llit del riu amb dos únics pilars i sense cap altreelement que alteri l'essència del pont, entès com a itinerari.L'arribada a la ciutat és molt diferent a cada un dels dos marges. Al marge dret, sobre el passeigconsolidat, el recolzament de la passera pretén no alterar substancialment l'entorn, sent la mateixavorera la que s'aixeca per absorbir una petita diferència de cota provocada per la preservació de lasecció hidràulica. Pel contrari, al marge esquerra, l'espai buit entre els Camps Elisis i el nou mur deribera permet ordenar una major embocadura del pont que es perllonga, i sense solució de continuitat,es transforma en la pròpia passera. Es aquesta part del pont, eixamplat en forma de vano, la que estransforma en espai d'estada per a la contemplació de la vista sobre la ciutat vella i la Seu. Al mateixtemps, ofereix un racó d'ombra sobre el parc fluvial. Contràriament al marge dret, aquí es pretén esborrarels límits entre passera i ciutat. La perllongació dels elements urbans -paviments, bancs umbracles...- enterra ferma ve acompanyada també per l'aparició dels arbres del llit del riu a través dels mateixos foratsque deixen passar llum cap a la zona inferior del pont.L'estructura de la passera és conseqüent amb aquestes intencions i ofereix una plataforma lliured'obstacles visuals on els perfils de la ciutat i el propi riu es converteixin en el protagonistes. Duesbigues-calaix solidaritzades per bigues transversals,també d'acer, i una llosa col.laborant de formigó,permeten entendre el tauler com un conjunt estructural en forma de Z i ajuden a reduir el cantell total, enel repte d'atravessar els 83 metres de llum. La llosa vola 1,15 metres sobre la biga inferior i redueixl'efecte visual dels 2 metres de cantell.Aquesta secció en forma de Z ofereix dos alçats diversos i dues maneres de relacionar-se amb l’entorn.A la banda sud, la llosa vola per sobre la biga inferior i queda rematada per una barana de vidre,recolzant les visuals cap a la Seu i la ciutat vella. A l’altre costat, la biga superior actua com a baranaopaca i constitueix l’alçat del pont. Pere Joan Ravetllat/Carme Ribas/Nicolás Markuerkiaga/Javier Rui Wamba