TY - GEN A1 - Schneider, Anna A1 - Gerke, Horst H. A1 - Maurer, Thomas A1 - Seifert, Stefan A1 - Nenov, Rossen A1 - Hüttl, Reinhard F. T1 - Evaluation of remotely-sensed DEMs and modification based on plausibility rules and initial sediment budgets of an artificially-created catchment T2 - Earth Surface Processes and Landforms Y1 - 2012 SN - 1096-9837 VL - 37 IS - 7 SP - 708 EP - 725 ER - TY - GEN A1 - Maurer, Thomas A1 - Gerke, Horst H. T1 - Modelling aeolian sediment transport during initial soil development on an artificial catchment using WEPS and aerial images T2 - Soil & Tillage Research Y1 - 2011 SN - 0167-1987 VL - 117 SP - 148 EP - 162 ER - TY - GEN A1 - Maurer, Thomas A1 - Schneider, Anna A1 - Gerke, Horst H. T1 - Scenario-Based Three-Dimensional Distributed Sediment Structures for a Constructed Hydrological Catchment T2 - Vadose zone journal N2 - Many processes in a developing catchment can only be fully understood if the spatial heterogeneity is adequately described. Process-based modeling allows reproducing specific key structural elements of catchments. Constructed catchments are ideal test objects because of the well-known spatial conditions. In our study, we (i) modeled the entire process chain of catchment construction, (ii) established a consistent sediment mass/ volume balance between the excavated outcrop and the generated catchment model, and (iii) provided consistent three-dimensional distributions of texture and bulk density for deriving soil hydraulic properties. Data are from the 6 ha Hühnerwasser catchment (Chicken Creek, Lower Lusatia, Germany), which was constructed from overburden sediments in an open-cast lignite mine. Uncertainty about the parent material origin was captured in a multiscenario approach based on a geological model of the outcrop site and the simulation of excavation procedures. Generated distributions are incorporated in a gridded threedimensional volume model (GOCAD), and results were evaluated by semivariogram analysis and by quantifying point-to-point deviations. Filling and compaction are modeled based on three-dimensional volume analysis and mass balances of dumped sediments. Heterogeneities reflect both the batch-wise sediment variation and the succession of excavated geological units. The scale of the generated spatial models can be adjusted for three-dimensional hydrological catchment modeling while three-dimensional sediment mass balances can be used for analyzing soil and ecosystem development processes. Y1 - 2013 U6 - https://doi.org/10.2136/vzj2013.02.0047 SN - 1539-1663 VL - 12 IS - 4 ER - TY - GEN A1 - Gerke, Horst H. A1 - Maurer, Thomas A1 - Schneider, Anna T1 - A Three-Dimensional Structure and Process Model for Integrated Hydro-Geo-Pedologic Analysis of a Constructed Hydrological Catchment T2 - Vadose zone journal N2 - A structure model describes the boundary geometries and the three-dimensional solid phase distributions of the catchment. In contrast to an established ecosystem, feedback relations can be assumed for an initial geosystem between the development of spatial structures and the water and element fluxes. The objective was to develop a hydrological catchment model as a three-dimensional spatial database of the solid phase that allows an integrative analysis, a periodical mass balance, and the generation of distributed model parameters for the developing system. Data were from the constructed catchment “Chicken Creek.” The initial texture and bulk density distributions were generated by imitating sediment dumping, segregation, and compaction. Boundary geometries and changes in surface topography due to erosion and sedimentation processes were quantified on the basis of digital elevation models (DEMs) derived from aerial photographs. The catchment was visualized with the three-dimensional software GoCad; the “emergence” of the water table and other structures (e.g., soil horizons, root zone) could be spatially assigned and quantified to identify regions with specific processes. A combination of three-dimensional catchment with time-dependent two-dimensional surface models allowed generating the development of spatially distributed erosion–deposition patterns that formed new initial surfaces. The three-dimensional distributed solid phase structure of the catchment allowed for a more direct comparison with observations using minimal invasive methods. The mass balance of the solids could be related with pedologic development and transfer to other geopedologic systems achieved by adapting sediment transport and deposition in the descriptions of the model. This model may help improve the integrative analysis of hydrological catchments. Y1 - 2013 U6 - https://doi.org/10.2136/vzj2013.02.0040 SN - 1539-1663 VL - 12 IS - 4 ER - TY - GEN A1 - Schneider, Anna A1 - Gerke, Horst H. A1 - Maurer, Thomas A1 - Nenov, Rossen T1 - Initial hydro-geomorphic development and rill network evolution in an artificial catchment T2 - Earth Surface Processes and Landforms N2 - The formation of erosion rills and gullies is a critical step in land surface development, but possibilities to study initial unaffected surface development under natural conditions and with well-defined initial and boundary conditions are rare. The objective of this study was to characterize rill network development from ’point zero’ in the artificially-created catchment ‘Hühnerwasser’. To ensure unaffected development, the study was largely restricted to the analysis of remotely-sensed data. We analyzed a series of photogrammetry-based digital elevation models (DEMs) for 10 points in time, over a period of five years and beginning with the initial state. The evolving erosion rill network was quantitatively described based on mapping from aerial photographs. DEMs and rill network maps were combined to specifically analyze the development of morphometry for different parts of the network and to characterize energy dissipation and connectivity. The restriction to remote-sensing data did not allow for analyzing specific processes governing rill network development, nevertheless, two major development phases could be characterized. We observed a phase of growth of the rill network along with variations in drainage patterns during the first two years of development and a subsequent phase of reduction of its area along with comparably stable patterns. Region-specific analysis of morphometry indicates that, besides effects of changing sediment characteristics and vegetation cover development, locally evolving hydro-geomorphic feedback cycles influenced this development. Results show an increasing similarity of overall statistical characteristics (e.g. drainage density) for two parts of the catchment, but a persistent influence of initial conditions on specific rill geometry. The observed development towards higher orderliness and increased connectivity is consistent with experiments and concepts on drainage network evolution across scales; however, we did not observe major influences of rill piracy and cross grading or a reduction of energy dissipation with network development. Y1 - 2013 U6 - https://doi.org/10.1002/esp.3384 SN - 1096-9837 VL - 38 IS - 13 SP - 1496 EP - 1512 ER - TY - GEN A1 - Ngo, Viet V. A1 - Gerke, Horst H. A1 - Badorreck, Annika T1 - Estimability Analysis for Optimization of Hysteretic Soil Hydraulic Parameters Using Data of a Field Irrigation Experiment T2 - Transport in Porous Media N2 - To improve the quality of parameter optimization, estimability analysis has been proposed as the first step before inverse modeling. When using field data of irrigation experiments for the determination of soil hydraulic parameters, wetting and drying processes may complicate optimization. The objectives of this study were to compare estimability analysis and inverse optimization of the soil hydraulic parameters in the models with and without considering hysteresis of the soil water retention function. Soil water pressure head data of a field irrigation experiment were used. The one-dimensional vertical water movement in variably saturated soil was described with the Richards equation using the HYDRUS-1D code. Estimability of the unimodal van Genuchten–Mualem hydraulic model parameters as well as of the hysteretic parameter model of Parker and Lenhard was classified according to a sensitivity coefficient matrix. The matrix was obtained by sequentially calculating effects of initial parameter variations on changes in the simulated pressure head values.Optimization was carried out by means of the Levenberg-Marquardt method implemented in the HYDRUS-1D code. The parameters α, Ks, θs, and n in the nonhysteretic model were found sensitive and parameter θs strongly correlated with parameter n. When assuming hysteresis, the estimability was decreased with soil depth for Ks and αd , and increased for θs and n. Among the shape parameters, αw was the most estimable. The hysteretic model could approximate the pressure heads in the soil by considering parameters from wetting and drying periods separately as initial estimates. The inverse optimization could be carried out more efficiently with most estimable parameters. Despite the remaining weaknesses of the local optimization algorithm and the inflexibility of the unimodal van Genuchten model, the results suggested that estimability analysis could be considered as a guidance to better define the optimization scenarios and then improved the determination of soil hydraulic parameters. Y1 - 2014 U6 - https://doi.org/10.1007/s11242-014-0315-6 VL - 103 IS - 3 SP - 535 EP - 562 ER - TY - CHAP A1 - Badorreck, Annika A1 - Gerke, Horst H. ED - Novák, Martin ED - Krám, Pavel ED - Stepánová, Markéta T1 - Initial soil and ecosystem development in an artificial catchment: Visualization of soil structure and water flow T2 - 9th International Symposium on Ecosystem Behavior BIOGEOMON, Litomysl, Czech Republic, August 20-24, 2017 N2 - An artificial catchment was constructed to study initial soil and ecosystem development. Our research site is the hydrologic catchment area “Chicken Creek”, 20 km south of the city Cottbus (Germany), which is left to undirected succession. The approximately 6-ha catchment area was built in 2005 of coarse-textured quaternary sediments and forms a back- and foot-slope that flattens out to a pond. A clay liner, 2-3 m in thickness, seals the catchment at the bottom. The initial “soil” layer consists of sandy quaternary sediments, approximately 2–3 m in thickness, that overlay the clay liner. The sediments of the artificial system are in the very initial stage of soil formation. As a key process, the pore structure dynamics in the soil at the surface strongly influences erosion, infiltration, matter dynamics, and vegetation establishment. Little is known, however, about early macropore formation. This presentation focuses on observations of the general development of the catchment, with emphasis on soil structure modifications, such as soil surface crusts, structure formation from ground beetles, moss vegetation and its effect on water flow. We visualized the soil structure and flow patterns using a combination of neutron radiography, neutron tomography (NT) and X-ray computed tomography (CT) experiments. All techniques were used to describe preferential pathways as a soil structure with CT and the process of preferential flow of water with NT. For the first time, neutron radiation was applied on undisturbed soil cores to visualize water distributions in natural soils on three examples containing heterogeneities of different origin. Our observations demonstrate relatively high abiotic and biotic dynamics of soil pore structure in the soil surface even during the very early development stages of the catchment. The structure formation influences runoff and infiltration by forming sealing layers or preferential flow paths, due to biotic activity. Y1 - 2017 UR - http://www.biogeomon.cz/documents/Abstracts.pdf SP - S. 355 PB - Czech Geological Survey CY - Prague ER - TY - CHAP A1 - Maurer, Thomas A1 - Brück, Yasemine A1 - Hinz, Christoph A1 - Gerke, Horst H. T1 - Modeling 3D soil and sediment distributions for assessing catchment structure and hydrological feedbacks T2 - European Geosciences Union, General Assembly 2015, Vienna, Austria, 13 April - 17 May 2015 Y1 - 2015 UR - http://meetingorganizer.copernicus.org/EGU2015/EGU2015-12519.pdf N1 - EGU2015-12519 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - GEN A1 - Maurer, Thomas A1 - Caviedes-Voullième, Daniel A1 - Gerke, Horst H. A1 - Hinz, Christoph T1 - A 3D-spatial approach for modeling soil hydraulic property distributions on the artificial Huehnerwasser catchment T2 - Geophysical Research Abstracts N2 - Knowledge of catchment 3D spatial heterogeneity is crucial for the assessment and modeling of eco-hydrological processes. Especially during the initial development phase of a hydro-geo-system, the primary structural properties have the potential to determine further development pathways. Small-scale heterogeneity (cm to m scale) may have significant effects on processes on larger spatial scales, but is difficult to measure and quantify. The Hühnerwasser (Chicken Creek) catchment offers the unique opportunity to study early ecosystem development within an initial structural setup that is well-known, from the plot up to the catchment scale. Based on information on the open-cast mining technology, catchment boundaries and sediment properties, we developed a structure generator program for the process-based modeling of specific dumping structures and sediment property distributions on the catchment. The structure generator reproduces the trajectories of spoil ridges and can be conditioned to reproduce actual sediment distributions according to remote sensing and soil sampling data. Alternatively, sediment distribution scenarios can be generated based on geological data from the excavation site, or can be distributed stochastically. Using pedotransfer functions, the effective hydraulic van-Genuchten parameters are then calculated from sediment texture and bulk density. The main application of the 3D catchment model is to provide detailed 3D-distributed flow domain information for hydrological flow modeling. Observation data are available from catchment monitoring are available for determining the boundary conditions (e.g., precipitation), and the calibration / validation of the model (catchment discharge, ground water). The analysis of multiple sediment distribution scenarios allows to evaluate the effect of initial conditions on hydrological behavior development. Generally, the modeling approach can be used to pinpoint the influx of specific soil structural features on ecohydrological processes across spatial scales. Y1 - 2019 UR - https://meetingorganizer.copernicus.org/EGU2019/EGU2019-5378.pdf VL - 21 ER - TY - CHAP A1 - Gerke, Horst H. A1 - Grünewald, Uwe A1 - Biemelt, Detlef A1 - Badorreck, Annika A1 - Bartl, Steffen ED - Hüttl, Reinhard F. ED - Kögel-Knabner, Ingrid ED - Schulin, Rainer ED - Gerwin, Werner T1 - Project A4 – Development and interactions of flow paths on the surface and in the soil T2 - Structures and processes of the initial ecosystem development phase in an artificial water catchment (Final report CRC/TR 38) Y1 - 2013 SP - 37 EP - 44 PB - BTU, Forschungszentrum Landschaftsentwicklung und Bergbaulandschaften (FZLB) CY - Cottbus ER - TY - CHAP A1 - Biemelt, Detlef A1 - Bartl, Steffen A1 - Gerke, Horst H. A1 - Badorreck, Annika A1 - Schapp, Andrea T1 - Analyse von Wechselwirkungen zwischen Infiltration und Abfluss in Abhängigkeit von Oberflächenstrukturen mit einem komplexen Beregnungsexperiment T2 - Böden - eine endliche Ressource, 5. - 13. September 2009, Bonn, Jahrestagung der Deutschen Bodenkundlichen Gesellschaft Y1 - 2009 UR - http://eprints.dbges.de/212/1/Biemelt_etal_DBG_Berichte.pdf PB - Deutsche Bodenkundliche Gesellschaft (Selbstverlag) CY - Bonn ER - TY - CHAP A1 - Maurer, Thomas A1 - Gerke, Horst H. T1 - Modelling of a aeolian sediment translocation on the soil surface of a small area using WEPS T2 - EGU General Assembly 2008, Wien Y1 - 2008 N1 - EGU2008-A-03636 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - CHAP A1 - Schneider, Anna A1 - Maurer, Thomas A1 - Gerke, Horst H. T1 - Bilanzierung der Sedimentmassen eines künstlichen Wassereinzugsgebiets mit einem 3D-Strukturmodell T2 - Böden - eine endliche Ressource, 5. - 13. September 2009, Bonn, Jahrestagung der Deutschen Bodenkundlichen Gesellschaft Y1 - 2009 UR - http://eprints.dbges.de/252/1/SchneiderMaurerGerke_DBG2009.pdf PB - Deutsche Bodenkundliche Gesellschaft (Selbstverlag) CY - Bonn ER - TY - CHAP A1 - Schneider, Anna A1 - Maurer, Thomas A1 - Gerke, Horst H. T1 - Quantification of initial 3D sediment mass balance components in an artificially-created hydrologic catchment using GOCAD T2 - EGU General Assembly 2009, Vienna, Austria, 19 – 24 April 2009 Y1 - 2009 N1 - EGU2009-8700-3 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - CHAP A1 - Maurer, Thomas A1 - Schneider, Anna A1 - Buczko, Uwe A1 - Gerke, Horst H. ED - Ukonmaanaho, Liisa ED - Nieminen, Tiina Maileena ED - Starr, Michael T1 - A 3D structutre model of an artificially constructed soil-geo-system T2 - 6th International Symposium on Ecosystem Behaviour BIOGEOMON 2009 Y1 - 2009 UR - http://www.metla.fi/julkaisut/workingpapers/2009/mwp128.pdf SN - 978-951-40-2177-0 SP - S. 65 PB - Finnish Forest Research Institute CY - Vantaa, Finland ER - TY - CHAP A1 - Badorreck, Annika A1 - Gerke, Horst H. A1 - Vontobel, Peter T1 - Neutronenradiographische Untersuchungen der kleinräumig heterogenen Wasserbewegung in kohlehaltigen Böden T2 - Böden - eine endliche Ressource, 5. - 13. September 2009, Bonn, Jahrestagung der Deutschen Bodenkundlichen Gesellschaft Y1 - 2009 UR - http://eprints.dbges.de/318/1/Badorreck.pdf PB - Deutsche Bodenkundliche Gesellschaft (Selbstverlag) CY - Bonn ER - TY - CHAP A1 - Maurer, Thomas A1 - Schneider, Anna A1 - Buczko, Uwe A1 - Gerke, Horst H. T1 - A 3D model describing the initial structure of an artificial hydrological catchment T2 - EGU General Assembly 2009, Vienna, Austria, 19 – 24 April 2009 Y1 - 2009 N1 - EGU2009-4877 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - CHAP A1 - Dusek, J. A1 - Gerke, Horst H. A1 - Vogel, T. A1 - Maurer, Thomas A1 - Buczko, Uwe T1 - 2D dual permeability modeling of flow and transport in a two-scale structural lignitic mine soil T2 - EGU General Assembly 2009, Vienna, Austria, 19 – 24 April 2009 Y1 - 2009 N1 - EGU2009-10890 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - CHAP A1 - Badorreck, Annika A1 - Gerke, Horst H. A1 - Weller, Ulrich A1 - Vontobel, Peter T1 - Soil sealing and vesicular layer formation as initial structure development and its effect on infiltration T2 - EGU General Assembly 2009, Vienna, Austria, 19 – 24 April 2009 Y1 - 2009 N1 - EGU2009-12198 PB - European Geophysical Society CY - Katlenburg-Lindau ER - TY - CHAP A1 - Badorreck, Annika A1 - Gerke, Horst H. A1 - Vontobel, Peter T1 - Unsaturated flow patterns observed in mine soils with embedded porous fragments using neutron radiography T2 - EGU General Assembly 2009, Vienna, Austria, 19 – 24 April 2009 Y1 - 2009 N1 - EGU2009-12218 PB - European Geophysical Society CY - Katlenburg-Lindau ER -