Tracing exhumation record in high-pressure micaschists: A new tectonometamorphic model of the evolution of the eastern part of the Fore Sudetic Block,Kamieniec Metamorphic Belt,NE Bohemian Massif,SW Poland

The Kamieniec Metamorphic Belt comprises a volcano-sedimentary succession exposed within a collision zone between the Saxothuringian and Brunovistulian crustal domains of the European Variscides. The studied rocks recorded two metamorphic episodes. The first episode, M₁, occurred at conditions of c. 485 ± 25 °C and 18 ± 1.8 kbar related to burial within a subduction zone. The subsequent episode, M₂, was linked to the final phases of exhumation to mid-crustal level, associated with pressure and temperature (P–T) conditions ranging from c. 520 ± 26 °C and 6 ± 0.6 kbar through 555 ± 28 °C and 7 kbar ± 0.7 to ~590 ± 30 °C and 3–4 ± 0.4 kbar. The documented deformation record is ascribed to three events, D₁ to D₃, interpreted as related to the burial and subsequent exhumation of the Kamieniec Metamorphic Belt. The D₁ event must have witnessed the subduction of the Kamieniec Metamorphic Belt rock succession whereas the D₂ event was associated with the exhumation and folding of the Kamieniec Metamorphic Belt in an E-W-directed shortening regime. A subsequent folding related to the D₂ event was initiated at HP conditions, however, the planar fabric produced during a late stage of the D₂ event, defined by a low-pressure mineral assemblage M₂, indicates that the D₂ final stage was synchronous with the onset of the M₂ episode. Consequently, the entire D₂ event seems to have been associated with the exhumation of the Kamieniec Metamorphic Belt to mid crustal level. The third deformation event D₃, synchronous with the M₂ episode, marked the last stage of the exhumation, and was linked to emplacement of granitoid veins and lenses. The latter resulted in heating and rheological weakening of the entire rock succession and in the formation of non-coaxial shear zones.     

Modeling of complex multi-aquifer systems for groundwater resources evaluation—Swidnica study case (Poland)

An example of groundwater resources evaluation methodology by numerical modeling in the complex, unconsolidated, multi-aquifer system of the Swidnica area (~627 km²) is presented. In this study Groundwater Modeling System (GMS) was used to develop a conceptual model on the basis of data from several hundred boreholes and to calibrate a numerical, multi-aquifer model. A steady state calibration was performed using historical natural groundwater table (quasi-natural simulation) data and abundant pumping test transmissivity data. The calibrated recharge was first spatially distributed based on surface lithology and then adjusted until a good match between calculated and measured heads was obtained. The quasi-natural simulation budget input of ~165,000 m³/day consisted of 40.5% of lateral inflow from the SW fault model boundary, 34.5% of average net recharge from precipitation, 13% of infiltration from the Mietkowskie Lake and 12% of river infiltration. The budget output (the same as input) consisted of ~ 88% of river drainage and ~ 12% of lateral outflow. The final, abstraction-influenced simulation representing the current stationary condition was used to verify the model by cross referencing present well drawdowns with well abstractions and by comparison of the groundwater discharge to the rivers with the field baseflow measurements. In this simulation, the total well abstraction of ~53,000 m³/d resulted in 9% increase in overall water balance up to ~180,000 m³/day, 38% increased river infiltration, 24% reduced river drainage, 17% reduced lateral outflow and ~3 times increased downward leakage to the deepest, productive aquifer. The Swidnica study case shows an example, which analyzes an impact of well abstractions on the decline of groundwater table and river discharges, concluding that reserves of renewable water resources are still available. It shows also, that by setting up a conceptual model within the numerical model environment and by applying a quasi-3D solution, complex multi-aquifer systems can be well and efficiently modeled.

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Resumen Se presenta un ejemplo de metodología de evaluación de recursos de aguas aubterráneas por medio de modelación numérica en el sistema multi-acuífero, complejo, no consolidado del área de Swidnica (~627 km2). Em este estudio se utilizó un sistema de modelamiento de aguas subterráneas (GMS) para desarrollar un modelo conceptual sobre la base de datos de varios cientos de pozos y para calibrar un modelo multi-acuífero numérico. Se llevó a cabo calibración de un estado constante mediante el uso de datos históricos del manto de aguas subterráneas (simulación casi natural) y de abundantes datos de transmisividad de las pruebas de bombeo. En primer lugar se distribuyó la recarga calibrada en base a la litología de superficie y luego se ajustó hasta obtener una buena correlación entre las cimas calculadas y las medidas. El casi natural presupuesto en la simulación de ~165,000 m3/día consistió de 40.5 % de influjo lateral del límite del modelo de la falla SO, 34.5% de recarga neta promedio de precipitación, 13 % de infiltración del lago Mietkowskie y 12% de infiltración de los ríos. El presupuesto de los productos (output) (igual que el input)consistió de ~ 88 % de drenaje de los ríos y ~ 12 % de flujo lateral. La simulación final, influida por la abstracción, que representa la condición estacionaria actual se utilizó para verificar el modelo mediante la verificación cruzada de los conos de abstracción actuales con abstracciones de los pozos y mediante la comparación de la descarga de aguas subterráneas a los ríos con las medidas de flujo de base de terreno. En esta simulación, la abstracción total de los pozos de ~53,000 m3/d dio como resultado un incremento de 9 % en el balance de gua total de hasta ~180,000 m3/día, un incremento de 38 % infiltración de los ríos, una reducción de 24 % del drenaje a los ríos, una reducción de 17 % del eflujo lateral y un incremento de ~3 veces de filtración hacia abajo al acuífero má profundo productivo. El caso de estudio Swidnica muestra un ejemplo que analiza el impacto de las instalaciones de abstraccion de pozos sobre el decrecimiento del mato de aguas subterráneas y descargas de ríos. Sin embargo, la conclusión es que las reservas de recursos aguas renovables están disponibles todavía. También muestra que los sistemas multi-acuíferos complejos se puede modelar eficientemente y satisfactoriamente al establecer un modelo conceptual dentro del ambiente de un modelo numérico y mediante la aplicación de soluciones casi 3D.

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Resumé Un exemple méthodologique dévaluation des ressources en eau souterraine par modélisation numérique dun système aquifère multiple complexe et non-consolidé de la région de Swidnica (~627 km2) est présenté. Le système de modélisation de leau souterraine GMS (Groundwater Modeling System) est utilisé afin de développer un modèle conceptuel basé sur les données provenant de plusieurs centaines de puits, ainsi que pour caler le modèle numérique daquifère multiple. Une calibration en régime permanent a été effectuée en utilisant les données historiques du niveau naturel de la nappe phréatique (simulation quasi-naturelle) et les données de transmissivité provenant de nombreux essais de pompage. La recharge calibrée a été obtenue en utilisant dabord des valeurs spatiallement distribuées en fonction de la lithologie de surface qui ont par la suite été ajustées jusquà ce quune bonne correspondance entre les charges mesurées et simulées soit obtenue. Le bilan des intrants deau pour la simulation quasi-naturelle de ~165,000 m3/j est réparti comme suit: 40.5% provenant dentrée deau latérale le long de la limite sud-ouest du modèle qui représente une faille, 34.5% de recharge moyenne nette provenant des précipitations, 13% dinfiltration provenant du lac Mietkowskie et 12% dinfiltration provenant de rivières. Le bilan des extrants deau qui forme le même volume que les intrants est réparti entre ~88% de drainage par les rivières et ~12% découlement latéral. La simulation finale influencée par le captage qui représente les conditions actuelles a été utilisée afin de vérifier le modèle en comparant le rabattement actuel avec le captage des puits et en comparant lécoulement deau vers les rivières avec les valeurs découlement de base des rivières mesurées sur le terrain. Dans cette simulation, le total deau pompé (~53,000 m3/j) produit une augmentation de 9% dans le bilan deau total qui devient ~180,000 m3/j, une augmentation de 38% dinfiltration par les rivières, une réduction de 24% du drainage par les rivières, une réduction de 17% de lécoulement de sortie latéral et une augmentation denviron 3 fois du drainage vers le bas vers laquifère le plus productif. Létude de cas de Swidnica montre un exemple qui analyse limpact dinstallation de puits de captage sur le déclin de la nappe phréatique et sur la décharge dans les rivières, en concluant par contre, que les réserves en eau renouvelable sont toujours disponibles. Cet exemple montre également quen construisant un modèle conceptuel avec un environnement de modèle numérique et quen appliquant une solution quasi 3D, les systèmes multiaquifères complexes peuvent être bien et efficacement modélisés.

     

Abnormal features of Macoma balthica (Bivalvia) in the Baltic Sea: alerting symptoms of environmental adversity?

Recent studies of the Baltic clam Macoma balthica (L.) from the southern Baltic (the Gulf of Gdansk) have revealed striking morphological, histological and cytogenetic features. Strong deformation of the shell, including elongation of the posterior end and the appearance of an easily visible flexure in this part, has been recorded. The population contribution of the deformed blunt shelled ("irregular") clams ranged from 0% to 65% and tended to increase with depth. The morphologically "irregular" clams had higher accumulated tissue concentrations of trace metals (As, Ag, Cd, Pb, Cu and Zn), indicating a different metal handling ability. Adverse conditions in deeper water regions of the Gulf (e.g. hypoxia, hydrogen sulphide, elevated bioavailability of contaminants) have been suggested as inducers of the phenotypical changes (morphological deformation) in part of the population and, in parallel, of the specific physiological adaptations that result in higher metal accumulation in the "irregular" clams. Cytogenetic and histological analyses showed the presence of tumours in gill cells and digestive system of the affected clams, the prevalence of disseminated neoplasia ranging from 0% to 94% depending on the site. The disease was manifested by a modified karyotype (i.e. an abnormal number and morphology of chromosomes), a higher activity of nucleolar organizer regions (AgNORs), and tissue lesions (enlarged cells, actively proliferative with pleomorphic nuclei). Bottom sediments showed acute toxicity and have been proposed as a source of an initialising carcinogenic factor. However, none of the ecotoxicological studies provided was successful in the clear demonstration of a single (or multifactorial) agent that can account for the disseminated neoplasia.     

Ground Surface Temperature History in Poland in the 16th–20th Centuries Derived from the Inversion of Geothermal Profiles

Ground Surface Temperature (GST) history in Poland was derived from the inversion of temperature-depth profiles in over 20 wells. Temperature histories for the period 1500 A.D. through 1977 A.D. agree well with the instrumental record of the surface-air temperature available for the last two centuries. A statistical correlation of the reconstructed histories (from the well temperature data) with the instrumental record (air temperature) from the homogeneous Warsaw series is high (>0.8). Functional space inversion (FSI) of the temperature data with depth shows that beginning in the early 19th century, temperatures warmed by 0.9 ± 0.1°C following a long period of colder climate before. The last number could be a minimal as higher warming was calculated using a simple model based on surface temperature for the observational period (homogenized Warsaw surface temperature series, Lorenc, 2000) and POM (pre-observational mean; Harris and Chapman, 1998) of –1.53^oC below the 1951–1980 mean temperature level.     

Horizontal and vertical zones of influence for root systems of four Mojave Desert shrubs

Horizontal and vertical zones of influence for root systems of four Mojave Desert shrubs were characterized using ³²P as a nutrient tracer. Larrea tridentata's horizontal zone of influence was sparse near the plant's stem base, with a maximum probability of accessing ³²P (P_max) of 41%. However, its horizontal zone of influence extended beyond 5 m, and the distance from the stem base at which the probability of accessing ³²P was half P_max (L₅₀3 m) was significantly greater than the other three shrubs. Ambrosia dumosa's zone of influence was dense near the plant's stem base (P_max78%), but was rare at distances >2 m (L₅₀1 m). Zones of influence for Lycium andersonii and Lycium pallidum were intermediate between those of L. tridentata and A. dumosa. For vertical zones of influence, L. tridentata was more likely to obtain ³²P from 5 m soil depths than A. dumosa, but L. pallidum was not significantly different from either A. dumosa or L. tridentata. Horizontal zones of influence did not change with treatments that altered soil water and nitrogen availability, but vertical zones of influence increased with a flood irrigation treatment that increased water availability to 5 m soil depth. These differences among species likely reflect compromises between their shoot growth strategies and their need to acquire spatially and temporally limited soil resources, especially through competitive interactions.     

A new design of the LAPS land surface scheme for use over and through heterogeneous and non-heterogeneous surfaces: Numerical simulations and tests

Numerical simulations and tests with the recently redesigned land–air parameterization scheme (LAPS) are presented. In all experiments, supported either by one-point micrometeorological, 1D or 3D simulations, the attention has been directed to: (1) comparison of simulation outputs, expressing the energy transfer over and through heterogeneous and non-heterogeneous surfaces, versus observations and (2) analysis of uncertainties occurring in the solution of the energy balance equation at the land–air interface. To check the proposed method for aggregation of albedo, “propagating hole” sensitivity tests with LAPS over a sandstone rock grid cell have been performed with the forcing meteorological data for July 17, 1999 in Baxter site, Philadelphia (USA). Micrometeorological and biophysical measurements from the surface experiments conducted over crops and apple orchard in Serbia, Poland, Austria and France were used to test the operation of LAPS in calculating surface fluxes and canopy environment temperatures within and above plant covers of different densities. In addition, sensitivity tests with single canopy covers over the Central Europe region and comparison against the observations taken from SYNOP data using 3D simulations were made. Validation of LAPS performances over a solid surface has been done by comparison of 2 m air temperature observations against 5-day simulations over the Sahara Desert rocky ground using 3D model. To examine how realistically the LAPS simulates surface processes over a heterogeneous surface, we compared the air temperature measured at 2 m and that predicted by the 1D model with the LAPS as the surface scheme. Finally, the scheme behaviour over urban surface was tested by runs over different parts of a hypothetical urban area. The corresponding 1D simulations were carried out with an imposed meteorological dataset collected during HAPEX-MOBILHY experiment at Caumont (France). The quantities predicted by the LAPS compare well with the observations and the various subcomponents of the scheme appear to operate realistically.