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During systematic surveys of groundwater snails in Slovakia, Hungary and Bosnia and Hercegovina two new species of the genus Hauffenia, H. lozekiana sp. nov. from a single locality in Slovakia, and H. steffeki sp. nov. with a small range in Bosnia and Hercegovina were discovered and are here described based on shell morphology, anatomy and DNA sequence data (COI, 16S rRNA, ITS2). The discovery of H. steffeki sp. nov. extends the range of the genus considerably towards the south. Hauffenia lozekiana sp. nov. appears to be a relict surviving within the range of the today widely distributed H. kissdalmae. Based on a time tree, we developed a scenario for the origin and diversification of the genus. The ancestor probably evolved in the Miocene on the Balkans and with the gradual desiccation of the Paratethys and its remnant water bodies diversified towards the north. Karstic and in particular alluvial connectivities together with changing courses of paleo-rivers probably played an important role for dispersal. Ecological observations suggest that the phreatic rhizosphere, the delicate net of tree rootlets and their exudates, are important for the existence of these groundwater snails.
Groundwater is the largest source of accessible freshwater with its dynamics having significantly changed due to human withdrawals, and being projected to continue to as a result of climate change. The pumping of groundwater has led to lowered water tables, decreased base flow, and depletion.
Global hydrological models (GHMs) are used to simulate the global freshwater cycle, assessing impacts of changes in climate and human freshwater use. Currently, groundwater is commonly represented by a bucket-like linear storage component in these models. Bucket models, however, cannot provide information on the location of the groundwater table. Due to this limitation, they can only simulate groundwater discharge to surface water bodies but not recharge from surface water to groundwater and calculate no lateral and vertical groundwater flow whatsoever among grid cells. For instance this may lead to an underestimation of groundwater resources in semiarid areas, where groundwater is often replenished by surface water. In order to overcome these limitations it is necessary to replace the linear groundwater model in GHMs with a hydraulic head gradient-based groundwater flow model
This thesis presents the newly developed global groundwater model G3M and its coupling to the GHM WaterGAP spanning over 70,000 lines of newly developed code. Development and validation of the modeling software are discussed along with numerical challenges. Based on the newly developed software, a global natural equilibrium groundwater model is presented showing better agreements with observations than previous models. Groundwater discharge to rivers is found to be the most dominant flow component globally, compared to flows to other surface water bodies and lateral flows. Furthermore, first global maps of the distribution of gaining and losing surface water bodies are displayed.
For the purpose of determining the uncertainty in model outcomes a sensitivity study is conducted with an innovative approach through applying a global sensitivity analysis for a computationally complex model. First global maps of spatially distributed parameter sensitivities are presented. The results at hand indicate that globally simulated hydraulic heads are equally sensitive to hydraulic conductivity, groundwater recharge and surface water body elevation, even though parameter sensitivities do vary regionally.
A high resolution model of New Zealand is developed to further understand the involved uncertainties connected to the spatial resolution of the global model. This thesis finds that a new understanding is necessary how these models can be evaluated and that a simple increase in spatial resolution is not improving the model performance when compared to observations.
Alongside the assessment of the natural equilibrium, the concept of a fully coupled transient model as integrated storage component replacing the former model in the hydrological model WaterGAP is discussed. First results reveal that the model shows reasonable response to seasonal variability although it contains persistent head trends leading to global overestimates of water table depth due to an incomplete coupling. Nonetheless, WaterGAP-G3M is already able to show plausible long term storage trends for areas that are known to be affected by groundwater depletion. In comparison with two established regional models in the Central Valley the coupled model shows a highly promising simulation of storage declines.
The crude oil constituents benzene, toluene, ethylbenzene, and the three xylene isomers (BTEX) are the dominating groundwater contaminants originating from surface spill accidents by oil production facilities and with gasoline and jet fuel. Thereby BTEX posing a threat to the world´s scarce drinking water resources due to their water solubility and toxicity. An active remediation cleanup involving a BTEX event proves not only to be very expensive but almost impossible when it comes to the complete removal of contaminants from the subsurface. A favoured and common practice is combining an active remediation process focussing on the source of contamination coupled together with the monitoring of the residual contamination in the subsurface (monitored natural attenuation; MNA). MNA include all naturally occuring biological, chemical and physical processes in the subsurface. The general goal of this work was to improve the knowledge of biodegradation of aromatic hydrocarbons under anaerobic conditions in groundwater. For this groundwater and soil at the former military underground storage tank (UST) site Schäferhof – Süd near Nienburg/Weser (Niedersachsen, Germany) were sampled and analysed. The investigations were done in collaboration of the Umweltbundesamt, the universitys of Frankfurt and Bremen and the alphacon GmbH Ganderkesee. To investigate the extent of groundwater contamination, the terminal electron acceptor processes (TEAPs) and the metabolites of BTEX degradation in groundwater, six observation wells were sampled at regular intervals between January 2002 and September 2004. The wells were positioned in order to cover the upstream, the source area and the downstream of the presumed contamination source. Additionally, vertical sediment profiles were sampled and investigated with respect to spreading and concentration of BTEX in the subsurface. A large residual contamination involving BTEX is present in soil and groundwater at the studied locality. Maximum BTEX concentration values of 17 mg/kg were recorded in analysing sediment in the unsaturated zone. In the capillary fringe, values of 450 mg/kg were recorded (October 2004) and in the saturated zone maximum values of 6.7 mg/kg BTEX were detected. The groundwater samples indicate increasing BTEX concentrations in the groundwater flow direction (from 532 µg/l up to 3300 µg/l (mean values)). Biodegradation of aromatic hydrocarbons under anaerobic conditions in the sub surface at contaminated sites is characterised by generation of metabolites. From the monoaromatic hydrocarbons BTEX metabolites such as benzoic acid (BA) and the methylated homologs and C1-and C2-benzyl-succinic acids (BSA) are generated as intermediates. A solid-phase extraction method based on octadecyl-bonded silica sorbent has been developed to concentrate such metabolite compounds from water samples followed by derivatization and gas chromatography/mass spectrometry (GC/MS) of the extracts. The recovery rate range between 75 and 97%. The method detection limit was 0.8 µg/l. Organic acids were identified as metabolic by-products of biodegradation. Benzoic acid, C1-, C2- and C3-benzoic acid were determined in all contaminated wells with considerable concentrations. Furthermore, the depletion of the dominant terminal electron acceptors (TEAs) oxygen, nitrate, and sulphate and the production of dissolved ferrous iron and methane in groundwater indicate biological mediated processes in the plume evidently proving the occurrence of NA. A large overlap of different redox zones at the studied part of the plume has been observed. A important finding in this study is the strong influence of groundwater level fluctuations on the BTEX concentration in groundwater. A very dry summer in 2003 was recorded during the monitoring period, resulting on site in a drop of the groundwater level to 1.7 m and a concomitant increase of BTEX concentrations from 240 µg/l to 1300 µg/l. The groundwater level fluctuations, natural degradation and retention processes essentially influence BTEX concentrations in the groundwater. Groundwater level fluctuations have by far a stronger influence than the influence of biological degradation. Increasing BTEX concentrations are hence not a consequence of limited biological degradation. Another part of the study was to observe the isotopic fractionation of the electron acceptor Fe(III), due to biologically mediated reduction of Fe(III) to the watersoluble Fe(II) at the site and first field data are presented. Both groundwater and sediment samples were analysed with respect to their Fe isotopic compositions using high mass resolution Multi Collector-Inductively Coupled Plasma-Mass Spectrometry (MC-ICP-MS). The delta56Fe -values of groundwater samples taken from observation wells located downstream of the source area were isotopically lighter than delta56Fe -values obtained from groundwater in the uncontaminated well. The Fe isotopic composition of most parts of the sediment profile was similar to the Fe isotopic composition of uncontaminated groundwater. Thus, a significant iron isotope fractionation can be observed between sediment and groundwater downstream of the BTEX contamination.
In the present study possible sources and pathways of the gasoline additive methyl tertiary-butyl ether (MTBE) in the aquatic environment in Germany were investigated. The objective of the present study was to clarify some of the questions raised by a previous study on the MTBE situation in Germany. In the USA and Europe 12 million t and 3 million t of MTBE, respectively, are used as gasoline additive. The detection of MTBE in the aquatic environment and the potential risk for drinking water resources led to a phase-out of MTBE as gasoline additive in single states of the USA. Meanwhile there is also an ongoing discussion about the substitution of MTBE in Europe and Germany. The annual usage of MTBE in Germany is about 600,000 t. However, compared to the USA, significant less data exists on the occurrence of MTBE in the aquatic environment in Europe. Because of its physico-chemical properties, MTBE readily vaporizes from gasoline, is water soluble, adsorbs only weakly to the underground matrix and is largely persistent to biological degradation. The toxicity of MTBE remains to be completely investigated, but MTBE in drinking water has low taste- and odor thresholds of 20-40 microgram/L. The present study was conducted by collecting water samples and analyzing them for their MTBE concentrations through a combination of headspace-solid phase microextraction (HS-SPME) and gas chromatography-mass spectrometry (GC-MS). The detection limit was 10 ng/L. The method was successfully tested in the framework of an interlaboratory study and showed recoveries of reference values of 89% (74 ng/L) and 104% (256 ng/L). The relative standard deviations were 12% and 6%. The investigation of 83 water samples from 50 community water systems (CWSs) in Germany revealed a detection frequency of 40% and a concentration range of 17-712 ng/L. The detection of MTBE in the drinking water samples could be explained by a groundwater pollution and the pathway river - riverbank filtration - waterworks. Rivers are important drinking water sources. MTBE is emitted into rivers through a variety of sources. In the present study, potential point sources were investigated, i.e. MTBE production sites/refineries/tank farms and groundwater pollutions. For this purpose, the spatial distribution of MTBE in three German rivers with the named potential emission sources located close to the rivers was investigated by analyzing 49 corresponding river water samples. The influence of the potential emission sources groundwater pollution and refinery/tank farm was successfully demonstrated in certain parts of the River Saale and the River Rhine. Increasing MTBE concentrations from 24 ng/L to 379 ng/L and from 73 ng/L to 5 microgram/L, respectively, could be observed in the parts investigated in these two rivers. The identification of such emission sources is important for future modeling. Further sources of MTBE emission into surface water are industrial (non-petrochemical) and municipal sewage plant effluents. In the present study long-term monitoring of water from the River Main (n=67 samples), precipitation (n=89) and industrial (n=34) and municipal sewage plant effluents (n=66) was conducted. The comparison of the data sets revealed that maximum MTBE concentrations in the River Main of up to 1 microgram/L were most possibly due to single industrial effluents with MTBE concentrations of up to 28 microgram/L (measured in this study). The average MTBE content of 66 ng/L in the River Main most probably originated from municipal sewage plant effluents and further industrial effluents. Background concentrations of <30 ng/L could be related to the direct atmospheric input via precipitation. A certain aspect of the atmospheric MTBE input is represented by the input of MTBE into river water or groundwater through snow. In the present study 43 snow samples from 13 different locations were analyzed for their MTBE content. MTBE could be detected in 65% of the urban and rural samples. The concentrations ranged from 11-613 ng/L and were higher than the concentrations in rainwater samples formerly analyzed. Furthermore, a temperature dependency and wash-out effects could be observed. The atmospheric input of MTBE was in part also visible in the analyzed groundwater samples (n=170). The detection frequencies in non-urban and urban wells were 24% and 63%, respectively. The median concentrations were 177 ng/L and 57 ng/L. In wells located in the vicinity of sites with gasoline contaminated groundwater, MTBE concentrations of up to 42 mg/L could be observed. The MTBE emission sources and the different pathways of MTBE in the aquatic environment demonstrated in the present study and other works raise the question whether the use of MTBE in a bulk product like gasoline should be continued in the future. Currently, possible substitutes like ethyl tertiary-butyl ether (ETBE) or ethanol are being discussed.