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Theoretische Ansätze unter den Oberbegriffen "Hierarchy" und "Scale" sind in der Ökologie seit den 1980er-Jahren entwickelt und intensiv diskutiert worden. Das wissenschaftliche Paradigma kann mit dem Begriff "Hierarchical Patch Dynamics" beschrieben werden. Obwohl auch Anwendungsbezüge diskutiert und konzipiert wurden, hat es in Deutschland bisher in der Landschaftsplanung kein größeres Echo hervorgerufen. Gleichwohl gibt es eine Reihe interessanter Anknüpfungspunkte zwischen Aussagen der ökologischen Hierarchie-Theorie und konkreten landschaftsplanerischen und naturschutzfachliceh Aufgabenstellungen. Vor diesem Hintergrund werden Grundzüge dieser Theorie bzw. der unter dem Dach des Paradigmas "Hierarchical Patch Dynamics" versammelten theoretischen Ansätze dargestellt. Wesentlich ist die erkenntnistheoretische Grundhaltung, die versucht, unzulässige Verallgemeinerungen oder Absolutheitsansprüche auszuschließen, indem sie zunächst den Gegenstandsbereich der Ökologie beschreibt und analysiert. Auf dieser Grundlage werden Herangehensweisen zur Behandlung ökologischer Fragestellungen vorgeschlagen. Diese Herangehensweisen lassen sich auf landschaftsplanerische Aufgaben übertragen. Es wird gezeigt, für welche Bereiche eine solche Übertragung denkbar wäre. Letztlich bedürfte es einer Praxisüberprüfung, um herauszufinden, ob mit Hilfe von Ansätzen der ökologischen Hierarchie- Theorie die Bearbeitung planerischer Fragestellungen verbessert oder ergänzt werden könnte.
Channel transmission losses in drylands take place normally in extensive alluvial channels or streambeds underlain by fractured rocks. They can play an important role in streamflow rates, groundwater recharge, freshwater supply and channel-associated ecosystems. We aim to develop a process-oriented, semi-distributed channel transmission losses model, using process formulations which are suitable for data-scarce dryland environments and applicable to both hydraulically disconnected losing streams and hydraulically connected losing(/gaining) streams. This approach should be able to cover a large variation in climate and hydro-geologic controls, which are typically found in dryland regions of the Earth. Our model was first evaluated for a losing/gaining, hydraulically connected 30 km reach of the Middle Jaguaribe River (MJR), Ceara, Brazil, which drains a catchment area of 20 000 km(2). Secondly, we applied it to a small losing, hydraulically disconnected 1.5 km channel reach in the Walnut Gulch Experimental Watershed (WGEW), Arizona, USA. The model was able to predict reliably the streamflow volume and peak for both case studies without using any parameter calibration procedure. We have shown that the evaluation of the hypotheses on the dominant hydrological processes was fundamental for reducing structural model uncertainties and improving the streamflow prediction. For instance, in the case of the large river reach (MJR), it was shown that both lateral stream-aquifer water fluxes and groundwater flow in the underlying alluvium parallel to the river course are necessary to predict streamflow volume and channel transmission losses, the former process being more relevant than the latter. Regarding model uncertainty, it was shown that the approaches, which were applied for the unsaturated zone processes (highly nonlinear with elaborate numerical solutions), are much more sensitive to parameter variability than those approaches which were used for the saturated zone (mathematically simple water budgeting in aquifer columns, including backwater effects). In case of the MJR-application, we have seen that structural uncertainties due to the limited knowledge of the subsurface saturated system interactions (i.e. groundwater coupling with channel water; possible groundwater flow parallel to the river) were more relevant than those related to the subsurface parameter variability. In case of the WEGW application we have seen that the non-linearity involved in the unsaturated flow processes in disconnected dryland river systems (controlled by the unsaturated zone) generally contain far more model uncertainties than do connected systems controlled by the saturated flow. Therefore, the degree of aridity of a dryland river may be an indicator of potential model uncertainty and subsequent attainable predictability of the system.
Rainfall erosivities as defined by the R factor from the universal soil loss equation were determined for all events during a two-year period at the station La Cuenca in western Amazonia. Three methods based on a power relationship between rainfall amount and erosivity were then applied to estimate event and daily rainfall erosivities from the respective rainfall amounts. A test of the resulting regression equations against an independent data set proved all three methods equally adequate in predicting rainfall erosivity from daily rainfall amount. We recommend the Richardson model for testing in the Amazon Basin, and its use with the coefficient from La Cuenca in western Amazonia.
A water quality model for shallow river-lake systems and its application in river basin management
(2007)
This work documents the development and application of a new model for simulating mass transport and turnover in rivers and shallow lakes. The simulation tool called 'TRAM' is intended to complement mesoscale eco-hydrological catchment models in studies on river basin management. TRAM aims at describing the water quality of individual water bodies, using problem- and scale-adequate approaches for representing their hydrological and ecological characteristics. The need for such flexible water quality analysis and prediction tools is expected to further increase during the implementation of the European Water Framework Directive (WFD) as well as in the context of climate change research. The developed simulation tool consists of a transport and a reaction module with the latter being highly flexible with respect to the description of turnover processes in the aquatic environment. Therefore, simulation approaches of different complexity can easily be tested and model formulations can be chosen in consideration of the problem at hand, knowledge of process functioning, and data availability. Consequently, TRAM is suitable for both heavily simplified engineering applications as well as scientific ecosystem studies involving a large number of state variables, interactions, and boundary conditions. TRAM can easily be linked to catchment models off-line and it requires the use of external hydrodynamic simulation software. Parametrization of the model and visualization of simulation results are facilitated by the use of geographical information systems as well as specific pre- and post-processors. TRAM has been developed within the research project 'Management Options for the Havel River Basin' funded by the German Ministry of Education and Research. The project focused on the analysis of different options for reducing the nutrient load of surface waters. It was intended to support the implementation of the WFD in the lowland catchment of the Havel River located in North-East Germany. Within the above-mentioned study TRAM was applied with two goals in mind. In a first step, the model was used for identifying the magnitude as well as spatial and temporal patterns of nitrogen retention and sediment phosphorus release in a 100~km stretch of the highly eutrophic Lower Havel River. From the system analysis, strongly simplified conceptual approaches for modeling N-retention and P-remobilization in the studied river-lake system were obtained. In a second step, the impact of reduced external nutrient loading on the nitrogen and phosphorus concentrations of the Havel River was simulated (scenario analysis) taking into account internal retention/release. The boundary conditions for the scenario analysis such as runoff and nutrient emissions from river basins were computed by project partners using the catchment models SWIM and ArcEGMO-Urban. Based on the output of TRAM, the considered options of emission control could finally be evaluated using a site-specific assessment scale which is compatible with the requirements of the WFD. Uncertainties in the model predictions were also examined. According to simulation results, the target of the WFD -- with respect to total phosphorus concentrations in the Lower Havel River -- could be achieved in the medium-term, if the full potential for reducing point and non-point emissions was tapped. Furthermore, model results suggest that internal phosphorus loading will ease off noticeably until 2015 due to a declining pool of sedimentary mobile phosphate. Mass balance calculations revealed that the lakes of the Lower Havel River are an important nitrogen sink. This natural retention effect contributes significantly to the efforts aimed at reducing the river's nitrogen load. If a sustainable improvement of the river system's water quality is to be achieved, enhanced measures to further reduce the immissions of both phosphorus and nitrogen are required.
Die vorliegende Arbeit 'Abflußentwicklung in Teileinzugsgebieten des Rheins - Simulationen für den Ist-Zustand und für Klimaszenarien' untersucht Auswirkungen möglicher zukünftiger Klimaänderungen auf das Abflußgeschehen in ausgewählten, durch Mittelgebirge geprägten Teileinzugsgebieten des Rheins: Mosel (bis Pegel Cochem); Sieg (bis Pegel Menden 1) und Main (bis Pegel Kemmern).In einem ersten Schritt werden unter Verwendung des hydrologischen Modells HBV-D wichtige Modellprozesse entsprechend der Einzugsgebietscharakteristik parametrisiert und ein Abbild der Gebietshydrologie erzeugt, das mit Zeitreihen gemessener Tageswerte (Temperatur, Niederschlag) eine Zeitreihe der Pegeldurchflüsse simulieren kann. Die Güte der Simulation des Ist-Zustandes (Standard-Meßzeitraum 1.1.1961-31.12.1999) ist für die Kalibrierungs- und Validierungszeiträume in allen Untersuchungsgebieten gut bis sehr gut.Zur Erleichterung der umfangreichen, zeitaufwendigen einzugsgebietsbezogenen Datenaufbereitung für das hydrologische Modell HBV-D wurde eine Arbeitsumgebung auf Basis von Programmerweiterungen des Geoinformationssystems ArcView und zusätzlichen Hilfsprogrammen entwickelt. Die Arbeitsumgebung HBV-Params enthält eine graphische Benutzeroberfläche und räumt sowohl erfahrenen Hydrologen als auch hydrologisch geschulten Anwendern, z.B. Studenten der Vertiefungsrichtung Hydrologie, Flexibilität und vollständige Kontrolle bei der Ableitung von Parameterwerten und der Editierung von Parameter- und Steuerdateien ein. Somit ist HBV-D im Gegensatz zu Vorläuferversionen mit rudimentären Arbeitsumgebungen auch außerhalb der Forschung für Lehr- und Übungszwecke einsetzbar.In einem zweiten Schritt werden Gebietsniederschlagssummen, Gebietstemperaturen und simulierte Mittelwerte des Durchflusses (MQ) des Ist-Zustandes mit den Zuständen zweier Klimaszenarien für den Szenarienzeitraum 100 Jahre später (2061-2099) verglichen. Die Klimaszenarien beruhen auf simulierten Zirkulationsmustern je eines Modellaufes zweier Globaler Zirkulationsmodelle (GCM), die mit einem statistischen Regionalisierungsverfahren in Tageswertszenarien (Temperatur, Niederschlag) an Meßstationen in den Untersuchungsgebieten überführt wurden und als Eingangsdaten des hydrologischen Modells verwendet werden.Für die zweite Hälfte des 21. Jahrhunderts weisen beide regionalisierten Klimaszenarien eine Zunahme der Jahresmittel der Gebietstemperatur sowie eine Zunahme der Jahressummen der Gebietsniederschläge auf, die mit einer hohen Variabilität einhergeht. Eine Betrachtung der saisonalen (monatlichen) Änderungsbeträge von Temperatur, Niederschlag und mittlerem Durchfluß zwischen Szenarienzeitraum (2061-2099) und Ist-Zustand ergibt in allen Untersuchungsgebieten eine Temperaturzunahme (höher im Sommer als im Winter) und eine generelle Zunahme der Niederschlagssummen (mit starken Schwankungen zwischen den Einzelmonaten), die bei der hydrologischen Simulation zu deutlich höheren mittleren Durchflüssen von November bis März und leicht erhöhten mittleren Durchflüssen in den restlichen Monaten führen. Die Stärke der Durchflußerhöhung ist nach den individuellen Klimaszenarien unterschiedlich und im Sommer- bzw. Winterhalbjahr gegenläufig ausgeprägt. Hauptursache für die simulierte starke Zunahme der mittleren Durchflüsse im Winterhalbjahr ist die trotz Temperaturerhöhung der Klimaszenarien winterlich niedrige Evapotranspiration, so daß erhöhte Niederschläge direkt in erhöhten Durchfluß transformiert werden können.Der Vergleich der Untersuchungsgebiete zeigt in Einzelmonaten von West nach Ost abnehmende Änderungsbeträge der Niederschlagssummen, die als Hinweis auf die Bedeutung der Kontinentalitätseinflüsse auch unter geänderten klimatischen Bedingungen in Südwestdeutschland aufgefaßt werden könnten.Aus den regionalisierten Klimaszenarien werden Änderungsbeträge für die Modulation gemessener Zeitreihen mittels synthetischer Szenarien abgeleitet, die mit einem geringen Rechenaufwand in hydrologische Modellantworten überführt werden können. Die direkte Ableitung synthetischer Szenarien aus GCM-Ergebniswerten (bodennahe Temperatur und Gesamtniederschlag) an einzelnen GCM-Gitterpunkten erbrachte unbefriedigende Ergebnisse.Ob, in welcher Höhe und zeitlichen Verteilung die in den (synthetischen) Szenarien verwendeten Niederschlags- und Temperaturänderungen eintreten werden, kann nur die Zukunft zeigen. Eine Abschätzung, wie sich die Abflußverhältnisse und insbesondere die mittleren Durchflüsse der Untersuchungsgebiete bei möglichen Änderungen entwickeln würden, kann jedoch heute schon vorgenommen werden. Simulationen auf Szenariogrundlagen sind ein Weg, unbekannte zukünftige Randbedingungen sowie regionale Auswirkungen möglicher Änderungen des Klimasystems ausschnittsweise abzuschätzen und entsprechende Risikominderungsstrategien zu entwickeln. Jegliche Modellierung und Simulation natürlicher Systeme ist jedoch mit beträchtlichen Unsicherheiten verknüpft. Vergleichsweise große Unsicherheiten sind mit der zukünftigen Entwicklung des sozioökonomischen Systems und der Komplexität des Klimasystems verbunden. Weiterhin haben Unsicherheiten der einzelnen Modellbausteine der Modellkette Emissionsszenarien/Gaszyklusmodelle - Globale Zirkulationsmodelle/Regionalisierung - hydrologisches Modell, die eine Kaskade der Unsicherheiten ergeben, neben Datenunsicherheiten bei der Erfassung hydrometeorologischer Meßgrößen einen erheblichen Einfluß auf die Vertrauenswürdigkeit der Simulationsergebnisse, die als ein dargestellter Wert eines Ergebnisbandes zu interpretieren sind.Der Einsatz (1) robuster hydrologischer Modelle, die insbesondere temperaturbeeinflußte Prozesse adäquat beschreiben,(2) die Verwendung langer Zeitreihen (wenigsten 30 Jahre) von Meßwerten und(3) die gleichzeitige vergleichende Betrachtung von Klimaszenarien, die auf unterschiedlichen GCMs beruhen (und wenn möglich, verschiedene Emissionsszenarien berücksichtigen),sollte aus Gründen der wissenschaftlichen Sorgfalt, aber auch der besseren Vergleichbarkeit der Ergebnisse von Regionalstudien im noch jungen Forschungsfeld der Klimafolgenforschung beachtet werden.
The "Weighting Process" in Land Use Planning - Discussion of the Present Practice of "Weighting Out". Owing to the revision of the Building Code from January 1998 the impact regulation in land use planning is now established in the Building Law. This means the local governments have decision-making powers how to precisely implement the impact regulation. This, however, does not mean - as had been said in practice - that the concerns of nature and landscape can be "weighted out". On the contrary, the decision-making process has to include a detailed differentiation depending on the case, according to a verdict of the Supreme Administrative Court from 1997. The concerns of nature and landscape cannot be moved back as "not of furhter relevance". Only precisely described and insurmontable constraints allow cutbacks. Since compensation measures now can be carried out on the ground of adjacent local communities, a lack of sites available cannot be accepted as a reason. The paper makes clear why also in urban land use planning interference into nature has to be fully compensated for.
The Alborz range of N Iran provides key information on the spatiotemporal evolution and characteristics of the Arabia-Eurasia continental collision zone. The southwestern Alborz range constitutes a transpressional duplex, which accommodates oblique shortening between Central Iran and the South Caspian Basin. The duplex comprises NW-striking frontal ramps that are kinematically linked to inherited E-W-striking, right-stepping lateral to obliquely oriented ramps. New zircon and apatite (U-Th)/He data provide a high-resolution framework to unravel the evolution of collisional tectonics in this region. Our data record two pulses of fast cooling associated with SW-directed thrusting across the frontal ramps at similar to 18-14 and 9.5-7.5 Ma, resulting in the tectonic repetition of a fossil zircon partial retention zone and a cooling pattern with a half U-shaped geometry. Uniform cooling ages of similar to 7-6 Ma along the southernmost E-W striking oblique ramp and across its associated NW-striking frontal ramps suggests that the ramp was reactivated as a master throughgoing, N-dipping thrust. We interpret this major change in fault kinematics and deformation style to be related to a change in the shortening direction from NE to N/NNE. The reduction in the obliquity of thrusting may indicate the termination of strike-slip faulting (and possibly thrusting) across the Iranian Plateau, which could have been triggered by an increase in elevation. Furthermore, we suggest that similar to 7-6-m.y.-old S-directed thrusting predated inception of the westward motion of the South Caspian Basin. Citation: Ballato, P., D. F. Stockli, M. R. Ghassemi, A. Landgraf, M. R. Strecker, J. Hassanzadeh, A. Friedrich, and S. H. Tabatabaei (2012), Accommodation of transpressional strain in the Arabia-Eurasia collision zone: new constraints from (U-Th)/He thermochronology in the Alborz mountains.
Flood loss modeling is an important component within flood risk assessments. Traditionally, stage-damage functions are used for the estimation of direct monetary damage to buildings. Although it is known that such functions are governed by large uncertainties, they are commonly applied - even in different geographical regions - without further validation, mainly due to the lack of real damage data. Until now, little research has been done to investigate the applicability and transferability of such damage models to other regions. In this study, the last severe flood event in the Austrian Lech Valley in 2005 was simulated to test the performance of various damage functions from different geographical regions in Central Europe for the residential sector. In addition to common stage-damage curves, new functions were derived from empirical flood loss data collected in the aftermath of recent flood events in neighboring Germany. Furthermore, a multi-parameter flood loss model for the residential sector was adapted to the study area and also evaluated with official damage data. The analysis reveals that flood loss functions derived from related and more similar regions perform considerably better than those from more heterogeneous data sets of different regions and flood events. While former loss functions estimate the observed damage well, the latter overestimate the reported loss clearly. To illustrate the effect of model choice on the resulting uncertainty of damage estimates, the current flood risk for residential areas was calculated. In the case of extreme events like the 300 yr flood, for example, the range of losses to residential buildings between the highest and the lowest estimates amounts to a factor of 18, in contrast to properly validated models with a factor of 2.3. Even if the risk analysis is only performed for residential areas, our results reveal evidently that a carefree model transfer in other geographical regions might be critical. Therefore, we conclude that loss models should at least be selected or derived from related regions with similar flood and building characteristics, as far as no model validation is possible. To further increase the general reliability of flood loss assessment in the future, more loss data and more comprehensive loss data for model development and validation are needed.
Advances in Flood Research
(2002)
The sensitivity of fluvial systems to tectonic and climatic boundary conditions allows us to use the geomorphic and stratigraphic records as quantitative archives of past climatic and tectonic conditions. Thus, fluvial terraces that form on alluvial fans and floodplains as well as the rate of sediment export to oceanic and continental basins are commonly used to reconstruct paleoenvironments. However, we currently lack a systematic and quantitative understanding of the transient evolution of fluvial systems and their associated sediment storage and release in response to changes in base level, water input, and sediment input. Such knowledge is necessary to quantify past environmental change from terrace records or sedimentary deposits and to disentangle the multiple possible causes for terrace formation and sediment deposition. Here, we use a set of seven physical experiments to explore terrace formation and sediment export from a single, braided channel that is perturbed by changes in upstream water discharge or sediment supply, or through downstream base-level fall. Each perturbation differently affects (1) the geometry of terraces and channels, (2) the timing of terrace cutting, and (3) the transient response of sediment export from the basin. In general, an increase in water discharge leads to near-instantaneous channel incision across the entire fluvial system and consequent local terrace cutting, thus preserving the initial channel slope on terrace surfaces, and it also produces a transient increase in sediment export from the system. In contrast, a decreased upstream sediment-supply rate may result in longer lag times before terrace cutting, leading to terrace slopes that differ from the initial channel slope, and also lagged responses in sediment export. Finally, downstream base-level fall triggers the upstream propagation of a diffuse knickzone, forming terraces with upstream-decreasing ages. The slope of terraces triggered by base-level fall mimics that of the newly adjusted active channel, whereas slopes of terraces triggered by a decrease in upstream sediment discharge or an increase in upstream water discharge are steeper compared to the new equilibrium channel. By combining fillterrace records with constraints on sediment export, we can distinguish among environmental perturbations that would otherwise remain unresolved when using just one of these records.
The sensitivity of fluvial systems to tectonic and climatic boundary conditions allows us to use the geomorphic and stratigraphic records as quantitative archives of past climatic and tectonic conditions. Thus, fluvial terraces that form on alluvial fans and floodplains as well as the rate of sediment export to oceanic and continental basins are commonly used to reconstruct paleoenvironments. However, we currently lack a systematic and quantitative understanding of the transient evolution of fluvial systems and their associated sediment storage and release in response to changes in base level, water input, and sediment input. Such knowledge is necessary to quantify past environmental change from terrace records or sedimentary deposits and to disentangle the multiple possible causes for terrace formation and sediment deposition. Here, we use a set of seven physical experiments to explore terrace formation and sediment export from a single, braided channel that is perturbed by changes in upstream water discharge or sediment supply, or through downstream base-level fall. Each perturbation differently affects (1) the geometry of terraces and channels, (2) the timing of terrace cutting, and (3) the transient response of sediment export from the basin. In general, an increase in water discharge leads to near-instantaneous channel incision across the entire fluvial system and consequent local terrace cutting, thus preserving the initial channel slope on terrace surfaces, and it also produces a transient increase in sediment export from the system. In contrast, a decreased upstream sediment-supply rate may result in longer lag times before terrace cutting, leading to terrace slopes that differ from the initial channel slope, and also lagged responses in sediment export. Finally, downstream base-level fall triggers the upstream propagation of a diffuse knickzone, forming terraces with upstream-decreasing ages. The slope of terraces triggered by base-level fall mimics that of the newly adjusted active channel, whereas slopes of terraces triggered by a decrease in upstream sediment discharge or an increase in upstream water discharge are steeper compared to the new equilibrium channel. By combining fillterrace records with constraints on sediment export, we can distinguish among environmental perturbations that would otherwise remain unresolved when using just one of these records.
Flood polders are part of the flood risk management strategy for many lowland rivers. They are used for the controlled storage of flood water so as to lower peak discharges of large floods. Consequently, the flood hazard in adjacent and downstream river reaches is decreased in the case of flood polder utilisation. Flood polders are usually dry storage reservoirs that are typically characterised by agricultural activities or other land use of low economic and ecological vulnerability. The objective of this thesis is to analyse hydraulic, environmental and economic impacts of the utilisation of flood polders in order to draw conclusions for their management. For this purpose, hydrodynamic and water quality modelling as well as an economic vulnerability assessment are employed in two study areas on the Middle Elbe River in Germany. One study area is an existing flood polder system on the tributary Havel, which was put into operation during the Elbe flood in summer 2002. The second study area is a planned flood polder, which is currently in the early planning stages. Furthermore, numerical models of different spatial dimensionality, ranging from zero- to two-dimensional, are applied in order to evaluate their suitability for hydrodynamic and water quality simulations of flood polders in regard to performance and modelling effort. The thesis concludes with overall recommendations on the management of flood polders, including operational schemes and land use. In view of future changes in flood frequency and further increasing values of private and public assets in flood-prone areas, flood polders may be effective and flexible technical flood protection measures that contribute to a successful flood risk management for large lowland rivers.
We conducted a PUB (predictions in ungauged basins) experiment looking at hydrology and crop dynamics in the semi-arid rural Mod catchment in India. The experiment was motivated by the aims (a) to develop a coupled eco-hydrological model capable of analysing land-use strategies concerning crop water need, erosion protection, crop yield and resistivity against droughts and floods, and (b) to assess the feasibility of a strategy for collecting the necessary data in a data-scarce region. Our experiment combines parsimonious data assessment and eco-hydrological model coupling at the lower mesoscale. Linking bottom-up sampling of functionally representative soil classes and top-down regionalization based on spectral properties of the same resulted in a comprehensive distributed data basis for the model. A clear focus on the dominating processes and the catena as the organizing landscape element in the given environmental setting enabled this. We employed the WASA (Water Availability in Semi-Arid environments) model for uncalibrated process-based water balance modelling and integrated a crop simulation subroutine based on the SWAP (Soil Water Atmosphere Plant) model to account for crop dynamics, feedbacks and yield estimation. While we found the data assessment strategy and the hydrological model application largely feasible, in terms of its accounting for scale, processes and model concepts, the simulation of feedbacks with crops was problematic. Contributing to the PUB issue, more general conclusions are drawn concerning spatially-distributed structural information and uncalibrated modelling.
[GRAPHICS]
Editor Z.W. Kundzewicz; Associate editor F. Hattermann
The temporal dynamics of hydrological model performance gives insights into errors that cannot be obtained from global performance measures assigning a single number to the fit of a simulated time series to an observed reference series. These errors can include errors in data, model parameters, or model structure. Dealing with a set of performance measures evaluated at a high temporal resolution implies analyzing and interpreting a high dimensional data set. This paper presents a method for such a hydrological model performance assessment with a high temporal resolution and illustrates its application for two very different rainfall-runoff modeling case studies. The first is the Wilde Weisseritz case study, a headwater catchment in the eastern Ore Mountains, simulated with the conceptual model WaSiM-ETH. The second is the Malalcahuello case study, a headwater catchment in the Chilean Andes, simulated with the physicsbased model Catflow. The proposed time-resolved performance assessment starts with the computation of a large set of classically used performance measures for a moving window. The key of the developed approach is a data-reduction method based on self-organizing maps (SOMs) and cluster analysis to classify the high-dimensional performance matrix. Synthetic peak errors are used to interpret the resulting error classes. The final outcome of the proposed method is a time series of the occurrence of dominant error types. For the two case studies analyzed here, 6 such error types have been identified. They show clear temporal patterns, which can lead to the identification of model structural errors.
Analysis and modelling of nutrient transport and transformation processes on the catchment scale
(2007)
Analysis and modelling of nutrient transport and transformation processes on the catchment scale
(2007)
River reaches protected by dikes exhibit high damage potential due to strong value accumulation in the hinterland areas. While providing an efficient protection against low magnitude flood events, dikes may fail under the load of extreme water levels and long flood durations. Hazard and risk assessments for river reaches protected by dikes have not adequately considered the fluvial inundation processes up to now. Particularly, the processes of dike failures and their influence on the hinterland inundation and flood wave propagation lack comprehensive consideration. This study focuses on the development and application of a new modelling system which allows a comprehensive flood hazard assessment along diked river reaches under consideration of dike failures. The proposed Inundation Hazard Assessment Model (IHAM) represents a hybrid probabilistic-deterministic model. It comprises three models interactively coupled at runtime. These are: (1) 1D unsteady hydrodynamic model of river channel and floodplain flow between dikes, (2) probabilistic dike breach model which determines possible dike breach locations, breach widths and breach outflow discharges, and (3) 2D raster-based diffusion wave storage cell model of the hinterland areas behind the dikes. Due to the unsteady nature of the 1D and 2D coupled models, the dependence between hydraulic load at various locations along the reach is explicitly considered. The probabilistic dike breach model describes dike failures due to three failure mechanisms: overtopping, piping and slope instability caused by the seepage flow through the dike core (micro-instability). The 2D storage cell model driven by the breach outflow boundary conditions computes an extended spectrum of flood intensity indicators such as water depth, flow velocity, impulse, inundation duration and rate of water rise. IHAM is embedded in a Monte Carlo simulation in order to account for the natural variability of the flood generation processes reflected in the form of input hydrographs and for the randomness of dike failures given by breach locations, times and widths. The model was developed and tested on a ca. 91 km heavily diked river reach on the German part of the Elbe River between gauges Torgau and Vockerode. The reach is characterised by low slope and fairly flat extended hinterland areas. The scenario calculations for the developed synthetic input hydrographs for the main river and tributary were carried out for floods with return periods of T = 100, 200, 500, 1000 a. Based on the modelling results, probabilistic dike hazard maps could be generated that indicate the failure probability of each discretised dike section for every scenario magnitude. In the disaggregated display mode, the dike hazard maps indicate the failure probabilities for each considered breach mechanism. Besides the binary inundation patterns that indicate the probability of raster cells being inundated, IHAM generates probabilistic flood hazard maps. These maps display spatial patterns of the considered flood intensity indicators and their associated return periods. Finally, scenarios of polder deployment for the extreme floods with T = 200, 500, 1000 were simulated with IHAM. The developed IHAM simulation system represents a new scientific tool for studying fluvial inundation dynamics under extreme conditions incorporating effects of technical flood protection measures. With its major outputs in form of novel probabilistic inundation and dike hazard maps, the IHAM system has a high practical value for decision support in flood management.
Pattern-process analysis is one of the main threads in landscape ecological research. It aims at understanding the complex relationships between ecological processes and landscape patterns, identifying the underlying mechanisms and deriving valid predictions for scenarios of landscape change and its consequences. Today, various studies cope with these tasks through so called "landscape modelling" approaches. They integrate different aspects of heterogeneous and dynamic landscapes and model different driving forces, often using both statistical and process-oriented techniques. We identify two main approaches to deal with the analysis of pattern-process interactions: the first starts with pattern detection, pattern description and pattern analysis, the second with process description, simulation and pattern generation. Focussing on the interplay between these two approaches, landscape analysis and landscape modelling will improve our understanding of pattern-process interactions. The comparison of simulated and observed pattern is a prerequisite for both approaches. Therefore, we identify a set of quantitative, robust, and reproducible methods for the analysis of spatiotemporal patterns that is a starting point for a standard toolbox for ecologists as major future challenge and suggest necessary further methodological developments. (c) 2006 Elsevier B.V. All rights reserved.
Application and Acceptance of the Habitats Directive in Germany and France - Comparison of Selected Areas. Since 1992, when the Habitats Directive (92/43/EWG) came into effect, all EU member states are obligated to contribute to the establishment of a coherent ecological framework of special protection areas, called Natura 2000. The guideline states both protection objects and protection aims more precisely but its implementation is, to a large extent, left to the member states. In the neighbouring states Germany and France the organisation report strategy, and area management of the Natura 2000 areas differ significantly. Based on these conditions, in both countries two exemplary regions (mountain range and low mountain range) with 3 Natura 2000-areas were selected. In exemplary municipalities the local decision-makers and other relevant activists were interviewed regarding their acceptance of Natura 2000. The results showed altogether a higher acceptance in the 12 German municipalities than in the 12 French but at the same time an extensive insecurity regarding the new obligations on order to implement the protection system. In the French examples the lack of public participation organised by the state government contributed to a reduced acceptance during the first years of the implementation of the Habitats Guideline. Besides, crucial elements for a local acceptance of the Natura 2000 system in both states were the land owners, existing plans and development aims of the municipality, land use and a possibly existing protection status of the area. Additionally the study showed that a transparent establishment of a management plan offers the opportunity to co-ordinate different land use and protection interests. The designation of a separate area co-ordinator for each Natura 2000-area, at the same time contact for the local community like in France, can provide a valuable, confidence-building measure.
Rain fall-runoff response in temperate humid headwater catchments is mainly controlled by hydrolo gical processes at the hillslope scale. Applied tracer experiments with fluore scent dye and salt tracers are well known tools in groundwater studies at the large scale and vadose zone studies at the plot scale, where they provide a means to characterise subsurface flow. We extend this approach to the hillslope scale to investigate saturated and unsaturated flow path s concertedly at a forested hill slope in the Austrian Alps. Dye staining experiments at the plot scale revealed that crack s and soil pipe s function as preferential flow path s in the fine-textured soils of the study area, and these preferenti al flow structures were active in fast subsurface transport of tracers at the hillslope scale. Breakthrough curves obtained under steady flow conditions could be fitted well to a one-dimensional convection-dispersion model. Under natural rain fall a positive correlation of tracer concentrations to the transient flows was observed. The results of this study demon strate qualitative and quantitative effects of preferential flow feature s on subsurface stormflow in a temperate humid headwater catchment. It turn s out that , at the hill slope scale, the interaction s of structures and processes are intrinsically complex, which implies that attempts to model such a hillslope satisfactorily require detailed investigation s of effective structures and parameters at the scale of interest.
Approximation of Groundwater - Surface Water - Interactions in a Mesoscale Lowland River Catchment
(2004)
Arbeitsgruppe Internet
(1999)
Arbeitsgruppe Multimedia
(1999)
An ensemble of 10 hydrological models was applied to the same set of land use change scenarios. There was general agreement about the direction of changes in the mean annual discharge and 90% discharge percentile predicted by the ensemble members, although a considerable range in the magnitude of predictions for the scenarios and catchments under consideration was obvious. Differences in the magnitude of the increase were attributed to the different mean annual actual evapotranspiration rates for each land use type. The ensemble of model runs was further analyzed with deterministic and probabilistic ensemble methods. The deterministic ensemble method based on a trimmed mean resulted in a single somewhat more reliable scenario prediction. The probabilistic reliability ensemble averaging (REA) method allowed a quantification of the model structure uncertainty in the scenario predictions. It was concluded that the use of a model ensemble has greatly increased our confidence in the reliability of the model predictions.
Tasks and Content of Landscape Management Planning and Landscape Implementation Planning - Requirements in terms of feasibility of re-checks Zusammenfassung Vor dem Hintergrund in Nachkontrollen vielfach festgestellter Abweichungen des Landschaftspflegerischen Ausführungsplans (LAP) von den Aussagen des Landschaftspflegerischen Begleitplans (LBP) werden Aufgabenverteilung und "Abschichtung" zwischen beiden Planwerken kritisch beleuchtet. Im Landschaftspflegerischen Ausführungsplan nachträglich vorgenommene Anpassungen von z.B. Zielen und räumlicher Lage von Ausgleichs- und Ersatzmaßnahmen können u.U. auch Auswirkungen auf die im LBP zu erstellende Bilanz der Beeinträchtigungen und Kompensationswirkungen und damit auf die Genehmigungsvoraussetzungen haben. Verschiedene Fallbeispiele belegen, dass immer dann, wenn Ausgleichs- und Ersatzmaßnahmen im Landschaftspflegerischen Begleitplan nicht hinreichend konkretisiert werden, der Bezug zu den Beeinträchtigungen schnell verloren geht. Durchgeführte Maßnahmen entsprechen dann zwar i.d.R. noch den Zielen von Naturschutz und Landschaftspflege im betroffenen Naturraum, aber häufig nicht mehr den rechtlichen Anforderungen der Eingriffsregelung. Nachkontrollen sind nur noch im Hinblick auf die korrekte Durchführung, nicht mehr jedoch auf die Funktionserfüllung der Maßnahmen möglich. Als Konsequenz aus den Ergebnissen wird der Vorschlag einer klaren Aufgabenteilung von Landschaftspflegerischem Begleit- und Ausführungsplan entwickelt. Er beinhaltet neben einer hinreichenden Zieldefinition für die Kompensation im Landschaftspflegerischen Begleitplan eine durchgängige Beibehaltung der Maßnahmenbezeichnungen in beiden Planwerken sowie eine gesonderte Darlegung im Landschaftspflegerischen Ausführungsplan vorgenommener Änderungen.
Ausgleich nur auf dem Papier
(2001)
Zusammenfassung Bei der Umsetzung der Wasserrahmenrichtlinie werden es weniger die Bewirtschaftungspläne mit ihren stark aggregierten Zielvorgaben sein die für die Planungspraxis von Bedeutung sind, sondern vielmehr die zu ihrer Realisierung auf lokaler und regionaler Ebene ansetzenden Maßnahmenprogramme. Da es zur Erreichung der von der Wasserrahmenrichtlinie vorgegebenen Qualitätsmerkmale vor allem notwendig sein wird, die diffusen Stoffeinträge in die Gewässer zu reduzieren, werden zahlreiche flächenbezogene Maßnahmen notwendig werden, die an der Landnutzung ansetzen. Um Doppelarbeiten zu vermeiden, bietet es sich an, zu ihrer Ableitung und Begründung, so weit als möglich auf andere raumrelevante Fachplanungen zurückzugreifen. Aufgrund ihres flächendeckenden Ansatzes und zahlreicher Aussagen zu Landschaftsfunktionen und -potenzialen, die auch mit Inhalten der WRRL in Verbindung gebracht werden können, kommen hier vor allem die Möglichkeiten der Landschaftsplanung ins Spiel. Für die Zuweisung räumlicher Vorrang- und Vorbehaltsfunktionen kann auf die Raumordnung und Landesplanung zurückgegriffen werden. Dass die Bewirtschaftungspläne nach der WRRL aufgrund der zwingend umzusetzenden EU-rechtlichen Vorgaben absehbar verbindliche Rahmenbedingungen setzen wird dabei Auswirkungen auf die Struktur der regionalplanerischen Abwägung haben. Gleichermaßen wichtig wie die organisatorischen Aspekte bei der Zusammenführung von Aussagen für verschiedene Teileinzugsgebiete in den Bewirtschaftungsplänen ist es, inhaltlich-methodische Strukturen einer Zusammenarbeit zu entwickeln. Hier treten Fragen auf, wie es möglich sein wird, zwischen den verschiedenen Disziplinen und Fachverwaltungen eine gemeinsame Sprache bzw. geeignete Parameter zu entwickeln, mit denen naturschutzfachliche Entwicklungsziele in eine Form überführt werden können, in der sie von der Wasserwirtschaftsverwaltung verstanden und umgesetzt werden können ("Übersetzungsproblem"). Weiterhin muss nach Möglichkeiten gesucht werden, auf verschiedenen Einzugsgebietsmaßstäben gewonnene Erkenntnisse zueinander bzw. zum Gesamt-Einzugsgebiet in Verbindung zu setzen ("Skalenproblem").
Zur Erfassung und Bewertung des Landschaftsbildes in der Eingriffsregelung gibt es im Straßenbau mittlerweile ein breites Spektrum an Leitfäden und planerischen Grundlagen. Als mit Problemen behaftet erweist sich jedoch häufig die darauf aufbauende, auf konkrete Beeinträchtigungen Bezug nehmende Ableitung von Maßnahmen. Vor diesem Hintergrund hatte ein vom Bundesamt für Naturschutz beauftragtes FuE-Vorhaben (JESSEL et al. 2003) die Aufgabe, am Beispiel linienförmiger Verkehrsvorhaben des Bundes (Straße und Schiene) Hinweise zu erarbeiten, wie konkrete Vorkehrungen zur Vermeidung und Minderung von Beeinträchtigungen des Landschaftsbildes sowie umsetzungsorientierte Maßnahmen zu seiner landschaftsgerechten Wiederherstellung und Neugestaltung begründet werden können. Berücksichtigt wurden insbesondere die neuen rahmenrechtlichen Vorgaben des zum 04.04.2002 novellierten Bundesnaturschutzgesetzes (im Folgenden: BNatSchG 2002). Des Weiteren wurden exemplarische Nachkontrollen zum Landschaftsbild durchgeführt, um Empfehlungen abzuleiten wie die spezifischen Belange dieses Schutzguts bei derartigen Überprüfungen zu berücksichtigen sind. The road construction sector in Germany already has a large number of guidelines and legal planning principles that govern the collection of landscape data and landscape evaluation for the German Impact Regulation. However, deriving measures that are both based on these guidelines and principles, and take concrete interference into account often prove problematic. In view of this fact, the German Federal Agency for Nature Conservation commissioned a research project that could be used to justify concrete precautionary measures that seek to avoid and reduce interference in the landscape, and implementation-oriented measures for landscape-friendly restauration and rearrangement. The project was based on the Federal Government's transport plans for the road and rail sector. It focussed in particular on the new legal standards set out in the Federal Nature Conservation Act that was amended on 4.4.2002. In addition, exemplary follow-up checks on the landscape were made with the aim of formulating recommendations as to how the specific needs of the landcape can be taken into account when carrying out such assessments.
Die Untersuchung widmet sich der aktuellen Bedeutung von Ethnizität im ländlichen Raum der rumänischen Dobrudscha unter dem Einfluss der politischen und ökonomischen Dimension von Globalisierung. Im Mittelpunkt der Betrachtung von Ethnizität stehen die Aspekte von Inklusion und Exklusion sowie Selbst- und Fremdbeschreibung, die dem sozialen Wandel unterliegen. Mit einem Überblick über die Geschichte der räumlich, wirtschaftlich und sozial peripheren Untersuchungsregion Dobrudscha und der ausgewählten Minderheitengruppen wird die Entwicklung der ethnischen Zusammensetzung der Bevölkerung in der Region dargestellt. Als Fallbeispiele werden sechs Minderheitengruppen gewählt: Aromunen, Roma, russische Lipowaner, Tataren, Türken und Ukrainer. Zentrales Element der Studie bilden qualitative Interviews mit professionellen Beobachtern und Akteuren einerseits, die selbst Einfluss auf die soziale Bedeutung von Ethnizität nehmen, und andererseits mit Einwohnern in 15 ausgewählten Untersuchungsorten in der Dobrudscha. Die erhobenen Daten werden mit Blick auf die soziale Rolle von Ethnizität anhand von drei Faktorengruppen ausgewertet: Globalisierung der Ökonomie, Minderheiten- und Kulturpolitik sowie internationale Beziehungen. Auf dieser Grundlage wird die regionale und lokale Bedeutung ethnischer Kategorisierungen analysiert, um die Wahrnehmung und Bewertung ethnischer Zuordnungen im örtlichen Lebensumfeld zu erfassen.
Der anfangs geschlossene weichselkaltzeitliche Eiskörper gliederte sich durch in der allgemeinen Rückschmelzphase gebildetes Relief zunehmend in (lokale) Gletscherströme, Gletscherloben und Gletscherzungen, insbesondere durch Eisvorstöße. Gletschervorstöße unterbrachen immer wieder die Deglaziationsphase.br> Aus diesem Grunde sind hier die meisten bogen- oder halbmondförmigen oder gewinkelten schmalen Rückengrundrisse mit Gletschzungenbecken verbunden. Diese Oberlächenformen werden 6-7 Eisrandlagen zugeordnet. Wie sicher ist jedoch der bisher beschriebene Verlauf der weichselkaltzeitlichen Maximalrandlage des Brandenburger Stadiums in diesem Gebiet? Einige Befunde (Relief, Sand, Kiese, Steine, Lehme) weisen auf eine mögliche Existenz einer äußersten Eisrandlage in der Urstromtalniederung noch vor der Brandenburger Haupteisrandlage hin. Die marginalen Oberflächenformen des Gebietes beschreibt der Autor durch Lage, Position, Relief, Gesteine, Lagerungsweisen und Deformationen (Strukturbilder). Auch periglaziale Trockentäler sind für die Rekonstruktion von Art und Lagerung der Gesteine geeignet. Die sichere und umfassende Kenntnis von Glazialstrukturen hat Bedeutung für die Lösung von Fragen der Lagerstätten, Hydrologie und Ökologie. Erforscht wurden typische lokale Glazialformen: Endmoränen, akkumulative Endmoränen, Stauch(end)moränen (die meisten gestauchten Rücken bestehen aus rolligen Sedimenten), überfahrene Endmoränen, Kombinations- bzw. zusammengesetzte Endmoränen (gestauchten Sockeln sind ungestauchte Sedimente aufgesetzt und angelagert), Sander, Grundmoränen mit gepressten Sedimenten unter dünnen weichselkaltzeitlichen Tillen, Gletscherzungenbecken, Drumlins, subglaziale Rinnen, Kames, Kamesfelder und Talsandniederungen mit alten Elbläufen. Diskutiert wird auch die glaziale und holozäne Genese der Unteren Havel und der Elbe zwischen Burg und Havelberg. Am Ende der Arbeit demonstriert eine Überblickskarte die möglichen weichselkaltzeitlichen Eisrandlagen zwischen Elbe und Nuthe (Potsdam). Folgende Probleme werden behandelt: 1. Gliedert sich das weichselkaltzeitliche Inlandeis in Eisströme, Eisloben sowie Eiszungen, und wie ist deren morphologisch-strukturelle Prägekraft im Elbhavelwinkel? 2. Endmoränentypen: Satzendmoränen - Ablationsendmoränen, kombinierte Endmoränen 3. Vorstellung regionaltypischer glazialgenetischer Oberflächenformen: End- und Grundmoränen sowie Kames - einschließlich Relief, Sedimentart, Lagerungsweise / Struktur 4. Vergleich glazialer Oberflächenformen von Elbhavelwinkel mit Grund- und Endmoränen des Potsdamer Raumes 5. Da Eisrandlagenverläufe auch Hinweise auf Lagerungsweisen oberflächennaher, verdeckter Schichten geben sollten, die für die Lösung praktischer geologischer und hydrologischer Fragestellungen relevant sind, müssen Rekonstruktionsversuche von Eisrandlagen u.a. geomorphologische und besonders strukturelle sowie lithologische Befunde berücksichtigen. 6. Gibt es eine äußerste Randlage noch vor der Brandenburger Haupteisrandlage? 7. Wie vollzogen sich Glazial- und Holozänentwicklung von Elbe und unterer Havel im äußersten jungglazialen Gebiet? 8. Verallgemeinernde Zusammenfassung zur strukturell-lithologischen und morphogenetischen Ausstattung der Eisrandlagen des Elbhavelwinkels
Für das Land Brandenburg war unter Verwendung vorhandener Datengrundlagen ein regionalisiertes Verfahren zur Bewertung der natürlichen Funktionen des Bodens in Planungs- und Zulassungsverfahren zu entwickeln. Das Verfahren fusst auf einer landesweiten Auswertung der Profilbechreibungen der Musterstücke der Reichesbodenschätzung für die Offenlandbereiche sowie einer Zuordnung von bewertungsrelevanten Bodenmerkmalen zu den Lokalbodenformen der Forstlichen Standortserkundung. Ergebnis sind leicht handhabbare Bewertungstabellen mit einer Zuweisung von Wertsufen zu den Klassenflächen der Reichsbodenschätzung sowie den Lokalbodenformen der Forstlichen Standortskartierung.
Mit Inkratfttreten des Bundes-Bodenschutzgesetzes (BBodSchG) zum 1. März 1999 sind die wesentlichen Funktionen des Bodens durch ein eigenes Gesetz geschützt. Maßstäbe zur Erfassung von schädigenden Eingriffen in den Boden beschreibt das BBodSchG selbst aber nicht. Deshalb müssen zur Umsetzung der Belange des Bodenschutzes für die Planngspraxis handhabbare Bewertungsmaßstäbe erarbeitet werden, nach denen die entscheidungserheblichen Informationen gezielt herausgearbeitet werden können.Der Beitrag stellt die Entwicklung einer Bewertungsanleitung für das Land Brandenburg vor. Besondere Berücksichtigung finden dabei die Regelungsfunktionen unter Forststandorten, für deren Bewertung die forstlichen Standorterkundungen der 17 Forstamtsbezirke Brandenburgs ausgewertet, hinsichtlich der vorkommenden Leitbodenformen systematisiert sowie den Leitböden aufgrund ihrer Merkmale Wertstufen für einzelne Teilfunktionen zugeordnet worden.Damit ist eine Grundlage geschaffen, um die komplexen Inhalte der Forstlichen Standorterkundung für Planungsaufgaben verfügbar zu machen.
Das Verbundprojekt "Bewirtschaftungsmöglichkeiten im Einzugsgebiet der Havel" hat Methoden und Werkzeuge entwickelt, welche zur Bewertung alternativer Bewirtschaftungsmöglichkeiten im Einzugsgebiet der Havel mit dem Ziel der Verbesserung der Gewässergüte dienen. Neben den naturräumlichen Gegebenheiten dieses typischen, langsam fließenden Tieflandflusses mit eingelagerten Flachseen, weit gespannten Auen und der direkten Kopplung von Grund- und Oberflächenwasser galt das Interesse einer Reihe von Nutzungsansprüchen mit ihren Auswirkungen auf den Wasser- und Stoffhaushalt. Im Mittelpunkt stehen hierbei die Stoffeinträge aus Landwirtschafts- und Siedlungsflächen sowie Aspekte der wasserwirtschaftlichen Steuerung. Es werden die Auswirkungen verschiedener Bewirtschaftungsoptionen der Gewässer und ihrer Einzugsgebiete auf die Wassermenge und -qualität untersucht. Damit werden die wissenschaftlichen Grundlagen für die Bewertung des Zustandes der Gewässer sowie künftiger Handlungsoptionen und Entwicklungsszenarios nach der EG-Wasserrahmenrichtlinie (EG-WRRL) geschaffen. Neben den methodischen Aufgaben zur Erstellung, Anpassung und Kopplung von Modellwerkzeugen (Systemmodelle, Szenarientechniken) werden naturraumspezifische und sozioökonomische Bewertungsmaßstäbe, umsetzungsorientierte Handlungsoptionen sowie Werkzeuge für die Verwertung der Ergebnisse durch die Fachverwaltung erarbeitet.
Zusammenfassung In der naturschutzrechtlichen Eingriffsregelung wird das Landschaftsbild gegenüber den Belangen des Naturhaushalts oft nachrangig behandelt, obwohl es von den Voraussetzungen des Bundesnaturschutzgesetzes her gleichermaßen in alle Schritte der Folgenbewältigung einzubeziehen ist. Für diese Schritte werden exemplarisch rechtliche Rahmenbedingungen und fachliche Anforderungen aufgezeigt. Ingesamt wird so eine strukturierte Herangehensweise deutlich, die über die einzelnen Arbeitsschritte der Erfassung des Ist-Zustandes, der Aufstellung eines Zielkonzeptes, der Ableitung von Vorkehrungen zur Vermeidung sowie der Begründung von Maßnahmen zur landschaftsgerechten Wiederherstellung und Neugestaltung des Landschaftsbildes hinweg durchgängig auf denselben Beschreibungsmerkmalen aufbaut und damit einen durchgängigen Ableitungszusammenhang von den ermittelten Beeinträchtigungen des Landschaftsbildes zu darauf Bezug nehmenden Maßnahmen begründet. Wesentlich ist, dass dabei die Charakteristik des jeweiligen Landschaftsraumes im Vordergrund steht und dass nicht nur einzelne Beeinträchtigungen betrachtet, sondern diese jeweils in ihrem Zusammenwirken auf den wahrgenommenen Raumeindruck beleuchtet werden. Ein wichtiger Aspekt ist zudem die Rechtssicherheit, weshalb sich der verwendete Rahmen eng an die Terminologie des Bundesnaturschutzgesetzes anlehnt Summary How to deal with Disturbance of the Visual Landscape by Traffic Projects? Legal framework conditions and special requirements The impact regulation of nature conservation only gives inferior treatment to the visual landscape compared to other natural resources although nature conservation legislation requires its equal integration into all steps of consequential dealing. For these steps the study shows exemplary legal framework conditions and specialist requirements. They should make clearer a structural approach including individual working steps, such as recording of present site conditions, establishment of a target concept, derivation of measures of avoidance and justification of measures for a sensitive regeneration and design of the visual landcape. The approach continuously bases on the same features of description, leading to a consistent connection between identified disturbances of the visual landscape and related measures. The focus of attemtion should be given to the characteristics of the respective landscape and the analysis should not only consider disturbances or compensation measures individually but also in combination with the general spatial perception. Another important aspect is the legal security; therefore the text closely follows the terminology of the Federal Nature Conservation Legislation.
Das Referat Bodenschutz in brandenburgischen Ministerium für Landwirtschaft, Umweltschutz und Raumordnung hat im Oktober ein Vorhaben mit dem Titel "Bodenbewertung für Planungs- und Zulassungsverfahren im Land Brandenburg" an den Lehrstuhl für Landschaftsplanung an der Universität Potsdam vergeben. Ziel ist, auf der Grundlage des Bundes-Bodenschutzgesetzes die Belange des Bodenschutzes künftig über einheitliche und nachvollziehbare Bewertungsmethoden in Planungs- und Zulassungsverfahren einzubringen. Das entwickelte Bewertungsverfahren bezieht sich auf die aus dem BBodSchG ableitbaren natürlichen Bodenfunktionen Lebensraum- und Regulationsfunktionen sowie auf seine Funktion als Archiv der Natur- und Kulturgeschichte und soll helfen, die spezifisch brandenburgischen Gegebenheiten bei planerischen Bewertungen zu berücksichtigen. Der Beitrag enthält eine Synopse des Herleitungsvorganges und gibt die wesentlichen Bewertungsergebnisse für die einzelnen Teilfunktionen wieder.
Die zeitliche Veränderung von Hangerosion und bearbeitungsbedingter Bodenverlagerung konnten quantifiziert und auf die Landnutzungsentwicklung im 20. Jahrhundert zurückgeführt werden. Die Forschungsarbeiten wurden in einem kleinen, lößbedeckten Einzugsgebiet im zentralen Palouse in Ost-Washington durchgeführt, dessen hügeliges Relief durch die charakteristischen "rolling hills" geprägt ist. Detaillierte Untersuchungen der Bodenhorizonte und Kolluvien beweisen, daß Hangerosion und bearbeitungsbedingte Bodenverlagerung etwa seit dem Jahr 1935 in hohem Maße auftraten. In diesem Jahr wurde der Ackerbau auf die steilen Hangbereiche und die Hügelkuppen ausgedehnt. Eine zweijährige Fruchtfolge mit einjähriger Schwarzbrache ohne jegliche Vegetationsbedeckung bildete den Ansatzpunkt für extrem hohe Wassererosionsraten. Von 1935 bis 1980 wurde durchschnittlich 198t Bodenmaterial pro Hektar und Jahr erodiert. Die 1980 eingeführte pfluglose Bodenbearbeitung brachte nur eine Reduzierung der Erosionsraten um durchschnittlich 14%. Seitdem betragen diese durchschnittlich 171t pro Hektar und Jahr. Durch häufiges Pflügen besonders während der Brachejahre wurde zusätzlich Bodenmaterial hangabwärts bewegt. Auf den Kuppen wurde der Boden dadurch seit 1935 bis zu einer Tiefe von 130cm abgetragen. Der auf bearbeitungsbedingte Bodenverlagerung zurückzuführende Bodenverlust beträgt seitdem im Durchschnitt 84t pro Hektar und Jahr.
Calibration of the global hydrological model WGHM with water mass variations from GRACE gravity data
(2010)
Since the start-up of the GRACE (Gravity Recovery And Climate Experiment) mission in 2002 time dependent global maps of the Earth's gravity field are available to study geophysical and climatologically-driven mass redistributions on the Earth's surface. In particular, GRACE observations of total water storage changes (TWSV) provide a comprehensive data set for analysing the water cycle on large scales. Therefore they are invaluable for validation and calibration of large-scale hydrological models as the WaterGAP Global Hydrology Model (WGHM) which simulates the continental water cycle including its most important components, such as soil, snow, canopy, surface- and groundwater. Hitherto, WGHM exhibits significant differences to GRACE, especially for the seasonal amplitude of TWSV. The need for a validation of hydrological models is further highlighted by large differences between several global models, e.g. WGHM, the Global Land Data Assimilation System (GLDAS) and the Land Dynamics model (LaD). For this purpose, GRACE links geodetic and hydrological research aspects. This link demands the development of adequate data integration methods on both sides, forming the main objectives of this work. They include the derivation of accurate GRACE-based water storage changes, the development of strategies to integrate GRACE data into a global hydrological model as well as a calibration method, followed by the re-calibration of WGHM in order to analyse process and model responses. To achieve these aims, GRACE filter tools for the derivation of regionally averaged TWSV were evaluated for specific river basins. Here, a decorrelation filter using GRACE orbits for its design is most efficient among the tested methods. Consistency in data and equal spatial resolution between observed and simulated TWSV were realised by the inclusion of all most important hydrological processes and an equal filtering of both data sets. Appropriate calibration parameters were derived by a WGHM sensitivity analysis against TWSV. Finally, a multi-objective calibration framework was developed to constrain model predictions by both river discharge and GRACE TWSV, realised with a respective evolutionary method, the ε-Non-dominated-Sorting-Genetic-Algorithm-II (ε-NSGAII). Model calibration was done for the 28 largest river basins worldwide and for most of them improved simulation results were achieved with regard to both objectives. From the multi-objective approach more reliable and consistent simulations of TWSV within the continental water cycle were gained and possible model structure errors or mis-modelled processes for specific river basins detected. For tropical regions as such, the seasonal amplitude of water mass variations has increased. The findings lead to an improved understanding of hydrological processes and their representation in the global model. Finally, the robustness of the results is analysed with respect to GRACE and runoff measurement errors. As a main conclusion obtained from the results, not only soil water and snow storage but also groundwater and surface water storage have to be included in the comparison of the modelled and GRACE-derived total water budged data. Regarding model calibration, the regional varying distribution of parameter sensitivity suggests to tune only parameter of important processes within each region. Furthermore, observations of single storage components beside runoff are necessary to improve signal amplitudes and timing of simulated TWSV as well as to evaluate them with higher accuracy. The results of this work highlight the valuable nature of GRACE data when merged into large-scale hydrological modelling and depict methods to improve large-scale hydrological models.
Fast analysis of different species of molecules in soils is investigated by capillary electrophoresis (CE). Several CE techniques for the analysis of inorganic ions and carbohydrates have been tested. With regard to the intents of pedologists and the usually large number of soil analyses a bundle of CE systems is proposed, capable of effecting time-saving soil analyses. Adapted electrolyte systems recently published and new separation systems are described. Examples of the application of these methods to two different soil samples are presented.
Chemical fingerprints of hydrological compartments and flow paths at La Cuenca, western Amazonia
(1995)
A forested first-order catchment in western Amazonia was monitored for 2 years to determine the chemical fingerprints of precipitation, throughfall, overland flow, pipe flow, soil water, groundwater, and streamflow. We used five tracers (hydrogen, calcium, magnesium, potassium, and silica) to distinguish “fast” flow paths mainly influenced by the biological subsystem from “slow” flow paths in the geochemical subsystem. The former comprise throughfall, overland flow, and pipe flow and are characterized by a high potassium/silica ratio; the latter are represented by soil water and groundwater, which have a low potassium/silica ratio. Soil water and groundwater differ with respect to calcium and magnesium. The groundwater-controlled streamflow chemistry is strongly modified by contributions from fast flow paths during precipitation events. The high potassium/silica ratio of these flow paths suggests that the storm flow response at La Cuenca is dominated by event water.
As a consequence of increasing winter rainfall totals and intensities over the second half of the 20th century, signs of increased flooding probability in many areas of the Rhine and Meuse basins have been documented. These changes affecting rainfall characteristics are most evidently due to an increase in westerly atmospheric circulation types. Land use changes, particularly urbanization, can have significant local effects in small basins (headwaters) with respect to flooding, especially during heavy local rainstorms, but no evidence exists that land use change has had significant effects on peak flows in the rivers Rhine and Meuse. For the 21st century, most global circulation models suggest higher winter rainfall totals. Most hydrological simulations of the Rhine-Meuse river basins suggest an increased flooding probability, with a progressive shift of the Rhine from a 'rain-fed/meltwater' river into a mainly 'rain-fed' river. A very limited effect of changes in land use on the discharge regime seems to exist for the main branches of the Meuse and Rhine rivers. For mesoscale basins, future changes in peak flows depend on the changes in the variability of extreme precipitations in combination with land use changes. Copyright (C) 2004 John Wiley Sons, Ltd
The sea level rise induced intensification of coastal floods is a serious threat to many regions in proximity to the ocean. Although severe flood events are rare they can entail enormous damage costs, especially when built-up areas are inundated. Fortunately, the mean sea level advances slowly and there is enough time for society to adapt to the changing environment. Most commonly, this is achieved by the construction or reinforcement of flood defence measures such as dykes or sea walls but also land use and disaster management are widely discussed options. Overall, albeit the projection of sea level rise impacts and the elaboration of adequate response strategies is amongst the most prominent topics in climate impact research, global damage estimates are vague and mostly rely on the same assessment models. The thesis at hand contributes to this issue by presenting a distinctive approach which facilitates large scale assessments as well as the comparability of results across regions. Moreover, we aim to improve the general understanding of the interplay between mean sea level rise, adaptation, and coastal flood damage.
Our undertaking is based on two basic building blocks. Firstly, we make use of macroscopic flood-damage functions, i.e. damage functions that provide the total monetary damage within a delineated region (e.g. a city) caused by a flood of certain magnitude. After introducing a systematic methodology for the automatised derivation of such functions, we apply it to a total of 140 European cities and obtain a large set of damage curves utilisable for individual as well as comparative damage assessments. By scrutinising the resulting curves, we are further able to characterise the slope of the damage functions by means of a functional model. The proposed function has in general a sigmoidal shape but exhibits a power law increase for the relevant range of flood levels and we detect an average exponent of 3.4 for the considered cities. This finding represents an essential input for subsequent elaborations on the general interrelations of involved quantities.
The second basic element of this work is extreme value theory which is employed to characterise the occurrence of flood events and in conjunction with a damage function provides the probability distribution of the annual damage in the area under study. The resulting approach is highly flexible as it assumes non-stationarity in all relevant parameters and can be easily applied to arbitrary regions, sea level, and adaptation scenarios. For instance, we find a doubling of expected flood damage in the city of Copenhagen for a rise in mean sea levels of only 11 cm. By following more general considerations, we succeed in deducing surprisingly simple functional expressions to describe the damage behaviour in a given region for varying mean sea levels, changing storm intensities, and supposed protection levels. We are thus able to project future flood damage by means of a reduced set of parameters, namely the aforementioned damage function exponent and the extreme value parameters. Similar examinations are carried out to quantify the aleatory uncertainty involved in these projections. In this regard, a decrease of (relative) uncertainty with rising mean sea levels is detected. Beyond that, we demonstrate how potential adaptation measures can be assessed in terms of a Cost-Benefit Analysis. This is exemplified by the Danish case study of Kalundborg, where amortisation times for a planned investment are estimated for several sea level scenarios and discount rates.
Complete protection against flood risks by structural measures is impossible. Therefore flood prediction is important for flood risk management. Good explanatory power of flood models requires a meaningful representation of bio-physical processes. Therefore great interest exists to improve the process representation. Progress in hydrological process understanding is achieved through a learning cycle including critical assessment of an existing model for a given catchment as a first step. The assessment will highlight deficiencies of the model, from which useful additional data requirements are derived, giving a guideline for new measurements. These new measurements may in turn lead to improved process concepts. The improved process concepts are finally summarized in an updated hydrological model. In this thesis I demonstrate such a learning cycle, focusing on the advancement of model evaluation methods and more cost effective measurements. For a successful model evaluation, I propose that three questions should be answered: 1) when is a model reproducing observations in a satisfactory way? 2) If model results deviate, of what nature is the difference? And 3) what are most likely the relevant model components affecting these differences? To answer the first two questions, I developed a new method to assess the temporal dynamics of model performance (or TIGER - TIme series of Grouped Errors). This method is powerful in highlighting recurrent patterns of insufficient model behaviour for long simulation periods. I answered the third question with the analysis of the temporal dynamics of parameter sensitivity (TEDPAS). For calculating TEDPAS, an efficient method for sensitivity analysis is necessary. I used such an efficient method called Fourier Amplitude Sensitivity Test, which has a smart sampling scheme. Combining the two methods TIGER and TEDPAS provided a powerful tool for model assessment. With WaSiM-ETH applied to the Weisseritz catchment as a case study, I found insufficient process descriptions for the snow dynamics and for the recession during dry periods in late summer and fall. Focusing on snow dynamics, reasons for poor model performance can either be a poor representation of snow processes in the model, or poor data on snow cover, or both. To obtain an improved data set on snow cover, time series of snow height and temperatures were collected with a cost efficient method based on temperature measurements on multiple levels at each location. An algorithm was developed to simultaneously estimate snow height and cold content from these measurements. Both, snow height and cold content are relevant quantities for spring flood forecasting. Spatial variability was observed at the local and the catchment scale with an adjusted sampling design. At the local scale, samples were collected on two perpendicular transects of 60 m length and analysed with geostatistical methods. The range determined from fitted theoretical variograms was within the range of the sampling design for 80% of the plots. No patterns were found, that would explain the random variability and spatial correlation at the local scale. At the watershed scale, locations of the extensive field campaign were selected according to a stratified sample design to capture the combined effects of elevation, aspect and land use. The snow height is mainly affected by the plot elevation. The expected influence of aspect and land use was not observed. To better understand the deficiencies of the snow module in WaSiM-ETH, the same approach, a simple degree day model was checked for its capability to reproduce the data. The degree day model was capable to explain the temporal variability for plots with a continuous snow pack over the entire snow season, if parameters were estimated for single plots. However, processes described in the simple model are not sufficient to represent multiple accumulation-melt-cycles, as observed for the lower catchment. Thus, the combined spatio-temporal variability at the watershed scale is not captured by the model. Further tests on improved concepts for the representation of snow dynamics at the Weißeritz are required. From the data I suggest to include at least rain on snow and redistribution by wind as additional processes to better describe spatio-temporal variability. Alternatively an energy balance snow model could be tested. Overall, the proposed learning cycle is a useful framework for targeted model improvement. The advanced model diagnostics is valuable to identify model deficiencies and to guide field measurements. The additional data collected throughout this work helps to get a deepened understanding of the processes in the Weisseritz catchment.
Content and binding forms of heavy metals, aluminium and phosphorus in bog iron ores from Poland
(2009)
Bog iron ores are widespread in Polish wetland soils used as meadows or pastures. They are suspected to contain high concentrations of heavy metals, which are precipitated together with Fe along a redox gradient. Therefore, soils with bog iron ore might be important sources for a heavy metal transfer from meadow plants into the food chain. However, this transfer depends on the different binding forms of heavy metals. The binding forms were quantified by sequential extraction analysis of heavy metals (Fe, Mn, Cr, Co, Ni, Cd, Pb) as well as Al and P on 13 representative samples of bog iron ores from central and southwestern Poland. Our results showed total contents of Cr, Co, Ni, Zn, Cd, and Pb not to exceed the natural values for sandy soils from Poland. Only the total Mn was slightly higher. The highest contents of all heavy metals have,been obtained in iron oxide fractions V (occluded in noncrystalline and poorly crystalline Fe oxides) and VI (occluded in crystalline Fe oxides). The results show a distinct relationship between the content of Fe and the quantity of Zn and Pb as well R Water soluble as well as plant available fractions were below the detection limit in most cases. From this we concluded bog iron ores not to be an actual, important source of heavy metals in the food chain. However, a remobilization of heavy metals might occur due to any reduction of iron oxides in bog iron ores, for example, by rising groundwater levels.
Oases is a special ecosystem formed in arid climate and hungriness environment, in which resident, water and soil are the principal factor and exchanges of materials, energy and information are the main functional characteristics. The oases regions in central Asia are not only the basilic cradle of civilization of human beings, but also the important strategic places in world growing awareness of the potential benefits. We choose Keriya River Basin oases in south of Xinjiang as a case to study critical controlling of Oases Evolution, Based on the theories and methods used for environmental geology, physical geography, land resource research, and oases ecology. This study try to indicate the essential factors driving the oases ecosystem and the interactional dynamic mechanism in different scales and levels, confirm the optimal equilibrium aggregate of harmonious development between Population, Resources, Environment and Development, and establish the critical controlling pattern of sustainable development. We advance the indicator system to research the evolution of the PRED System of oases in Keriya River valley oases, in basis of the information derived from the field investigation and local materials. According to inquisitional result based on technical support of Geographic Information System (GIS) and Remote Sense (RS), the comparisons and analyses are carried out in land use at the upper reaches, vegetation change in the middle reaches, and desertification at the lower reaches, which narrates the regulations of Keriya River Valley oases land cover dynamic change. The main land cover types represent distinct characteristics of the local place. On the basis of field survey and statistical data, we use ARCINFO software to preprocess these data and the 2 TM satellite images. Through analyzing these images resulting from post- classification compare, we sums up the concrete quantificational dynamic distributed data of 13 land types covering a span of 15 years and regulation of the local ecological environment system. It finally points out that the trend of Keriya River Valley oases desertification expansion is mainly related to two important reasons: impact of natural environment and impact of human activities.
The terrestrial biosphere impacts considerably on the global carbon cycle. In particular, ecosystems contribute to set off anthropogenic induced fossil fuel emissions and hence decelerate the rise of the atmospheric CO₂ concentration. However, the future net sink strength of an ecosystem will heavily depend on the response of the individual processes to a changing climate. Understanding the makeup of these processes and their interaction with the environment is, therefore, of major importance to develop long-term climate mitigation strategies. Mathematical models are used to predict the fate of carbon in the soil-plant-atmosphere system under changing environmental conditions. However, the underlying processes giving rise to the net carbon balance of an ecosystem are complex and not entirely understood at the canopy level. Therefore, carbon exchange models are characterised by considerable uncertainty rendering the model-based prediction into the future prone to error. Observations of the carbon exchange at the canopy scale can help learning about the dominant processes and hence contribute to reduce the uncertainty associated with model-based predictions. For this reason, a global network of measurement sites has been established that provides long-term observations of the CO₂ exchange between a canopy and the atmosphere along with micrometeorological conditions. These time series, however, suffer from observation uncertainty that, if not characterised, limits their use in ecosystem studies. The general objective of this work is to develop a modelling methodology that synthesises physical process understanding with the information content in canopy scale data as an attempt to overcome the limitations in both carbon exchange models and observations. Similar hybrid modelling approaches have been successfully applied for signal extraction out of noisy time series in environmental engineering. Here, simple process descriptions are used to identify relationships between the carbon exchange and environmental drivers from noisy data. The functional form of these relationships are not prescribed a priori but rather determined directly from the data, ensuring the model complexity to be commensurate with the observations. Therefore, this data-led analysis results in the identification of the processes dominating carbon exchange at the ecosystem scale as reflected in the data. The description of these processes may then lead to robust carbon exchange models that contribute to a faithful prediction of the ecosystem carbon balance. This work presents a number of studies that make use of the developed data-led modelling approach for the analysis and interpretation of net canopy CO₂ flux observations. Given the limited knowledge about the underlying real system, the evaluation of the derived models with synthetic canopy exchange data is introduced as a standard procedure prior to any real data employment. The derived data-led models prove successful in several different applications. First, the data-based nature of the presented methods makes them particularly useful for replacing missing data in the observed time series. The resulting interpolated CO₂ flux observation series can then be analysed with dynamic modelling techniques, or integrated to coarser temporal resolution series for further use e.g., in model evaluation exercises. However, the noise component in these observations interferes with deterministic flux integration in particular when long time periods are considered. Therefore, a method to characterise the uncertainties in the flux observations that uses a semi-parametric stochastic model is introduced in a second study. As a result, an (uncertain) estimate of the annual net carbon exchange of the observed ecosystem can be inferred directly from a statistically consistent integration of the noisy data. For the forest measurement sites analysed, the relative uncertainty for the annual sum did not exceed 11 percent highlighting the value of the data. Based on the same models, a disaggregation of the net CO₂ flux into carbon assimilation and respiration is presented in a third study that allows for the estimation of annual ecosystem carbon uptake and release. These two components can then be further analysed for their separate response to environmental conditions. Finally, a fourth study demonstrates how the results from data-led analyses can be turned into a simple parametric model that is able to predict the carbon exchange of forest ecosystems. Given the global network of measurements available the derived model can now be tested for generality and transferability to other biomes. In summary, this work particularly highlights the potential of the presented data-led methodologies to identify and describe dominant carbon exchange processes at the canopy level contributing to a better understanding of ecosystem functioning.
Fluxes of organic and inorganic carbon within the Amazon basin are considerably controlled by annual flooding, which triggers the export of terrigenous organic material to the river and ultimately to the Atlantic Ocean. The amount of carbon imported to the river and the further conversion, transport and export of it depend on temperature, atmospheric CO2, terrestrial productivity and carbon storage, as well as discharge. Both terrestrial productivity and discharge are influenced by climate and land use change. The coupled LPJmL and RivCM model system (Langerwisch et al., 2016) has been applied to assess the combined impacts of climate and land use change on the Amazon riverine carbon dynamics. Vegetation dynamics (in LPJmL) as well as export and conversion of terrigenous carbon to and within the river (RivCM) are included. The model system has been applied for the years 1901 to 2099 under two deforestation scenarios and with climate forcing of three SRES emission scenarios, each for five climate models. We find that high deforestation (business-as-usual scenario) will strongly decrease (locally by up to 90 %) riverine particulate and dissolved organic carbon amount until the end of the current century. At the same time, increase in discharge leaves net carbon transport during the first decades of the century roughly unchanged only if a sufficient area is still forested. After 2050 the amount of transported carbon will decrease drastically. In contrast to that, increased temperature and atmospheric CO2 concentration determine the amount of riverine inorganic carbon stored in the Amazon basin. Higher atmospheric CO2 concentrations increase riverine inorganic carbon amount by up to 20% (SRES A2). The changes in riverine carbon fluxes have direct effects on carbon export, either to the atmosphere via outgassing or to the Atlantic Ocean via discharge. The outgassed carbon will increase slightly in the Amazon basin, but can be regionally reduced by up to 60% due to deforestation. The discharge of organic carbon to the ocean will be reduced by about 40% under the most severe deforestation and climate change scenario. These changes would have local and regional consequences on the carbon balance and habitat characteristics in the Amazon basin itself as well as in the adjacent Atlantic Ocean.
The objective is to compare the time scale of microbial degradation of the herbicide Isoproturon at the end of earthworm burrows with the time scale of microbial degradation in the surrounding soil matrix. To this end, we developed a method which allows the observation of microbial degradation on Isoproturon in macropores under field conditions. Study area was the well-investigated Weiherbach catchment (Kraichgau, SW Germany). The topsoil of a 12 m(2) large plot parcel was removed, the parcel was covered with a tent and instrumented with TDR and temperature sensors at two depths. After preliminary investigations to optimize application and sampling techniques, the bottom of 55 earthworm burrows, located at a depth of 80-100cm, was inoculated with Isoproturon. Within an interval of 8 d, soil material from the bottom of 5-6 earthworm burrows was taken into the laboratory and analyzed for the Isoproturon concentration for investigation of the degradation kinetics. Furthermore, the degradation of Isoproturon in the soil matrix, that surrounded the macropores at the field plot, was observed in the laboratory. Microbial degradation of Isoproturon at the bottom of the earthworm burrows was with a DT-50-value of 15.6 d almost as fast as in the topsoil. In the soil matrix that closely surrounded the center of the earthworm burrows, no measurable degradation was observed within 30 d. The clearly slower degradation in the soil matrix may be likely explained by a lower microbial activity that was observed in the surrounding soil matrix. The results give evidence that deterministic modeling of the fate of pesticides once transported into heterogeneous subsoils by preferential flow requires an accuracy of a few centimeters in terms of predicting spatial locations: time scales of microbial degradation in the subsoil drop almost one order of magnitude, in case the herbicides dislocates from the bottom of an earthworm burrow a few centimeter into the surrounding soil matrix. If at all, predictions of such an accuracy can only be achieved at locations at sites where the soil hydraulic properties and the macropore system are known at a very high spatial resolution
Ob sich extreme Naturereignisse zu Katastrophen ausweiten, hängt von der Vorsorge der Gesellschaft und ihrer Reaktion in Krisensituationen ab. Grundlage für einen wirksamen Umgang mit Naturgefahren ist der Kreislauf des Risikomanagements. Erst auf der Analyse möglicher Extremereignisse, ihrer Eintrittswahrscheinlichkeiten sowie der Konsequenzen für die Gesellschaft lassen sich optimale Schutzstrategien ableiten. Vor dem Hintergrund sich ständig wandelnder Randbedingungen, beispielsweise durch den Klimawandel, ist der Umgang mit Ungewissheit eine der größten Herausforderungen.
Ob sich extreme Naturereignisse zu Katastrophen ausweiten, hängt von der Vorsorge der Gesellschaft und ihrer Reaktion in Krisensituationen ab. Grundlage für einen wirksamen Umgang mit Naturgefahren ist der Kreislauf des Risikomanagements. Erst auf der Analyse möglicher Extremereignisse, ihrer Eintrittswahrscheinlichkeiten sowie der Konsequenzen für die Gesellschaft lassen sich optimale Schutzstrategien ableiten. Vor dem Hintergrund sich ständig wandelnder Randbedingungen, beispielsweise durch den Klimawandel, ist der Umgang mit Ungewissheit eine der größten Herausforderungen.
Detection of different land degradation stages in semi-arid grassland areas in Souhtern Africa
(2003)
Beim Ausbau der BAB A9 wurde die naturschutzrechtliche Eingriffsregelung in den verschiedenen Bundesländern zwar vom Grundsatz vergleichbar, in vielen Details (z.B. Kompensationsumfang, Maßnahmenunterhaltung) jedoch unterschiedlich angewendet. Diese Unterschiede kommen weniger durch die rechtlichen Vorgaben als durch unterschiedliche methodische und inhaltliche Herangehensweisen zustande. So ist festzustellen, dass die naturschutzfachlichen Ergebnisse in den untersuchten Beispielen nicht von der Art des Zulassungsverfahrens abhängen. Entscheidend sind vielmehr die fachliche Qualität und die Umsetzungsorientierung der Begleitplanungen und die Bereitschaft von Planungsträgern, Naturschutzbehörden und Flächeneigentümern, bei der Abarbeitung der Eingriffsregelung zusammenzuarbeiten. Trotz ähnlicher Vorhabensmerkmale wurden die Beeinträchtigungen von Naturhaushalt und Landschaftsbild unterschiedlich detailliert ermittelt. Es besteht eine sehr klare Tendenz, im LBP lediglich einige Hauptbeeinträchtigungen zu ermitteln und zu quantifizieren und daraus pragmatisch den Kompensationsbedarf abzuleiten. Wurden detailliertere schutzgut- oder funktionsbezogenen Darstellungen der Beeinträchtigungen, z.B. auf Basis einer UVS vorgenommen, dienten sie dazu, unterschiedliche Typen von Kompensationsmaßnahmen zu begründen. Den Umfang der Kompensation beeinflussen die Flächengröße und die Wertigkeit der beanspruchten Biotope. In allen Beispielen wurden hauptsächlich Ersatzmaßnahmen geplant und realisiert. Der tatsächliche Erfolg der Maßnahmen hängt ganz entscheidend von der langfristigen Unterhaltung und Sicherung der Maßnahmen ab. Hier verfolgen die Planungsträger unterschiedliche Strategien.