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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