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  • 1
    Type of Medium: Online Resource
    Pages: Online-Ressource (118 p. = 8,28 MB) , ill., graphs
    Edition: [Elektronische Ressource]
    Series Statement: Verbundvorhaben SAFIRA Teilprojekt C,2.1
    Language: German , English
    Note: Contract BMBF 02WT9948/0. - nIndex p. 69 - 71. - Appendix in English , Differences between the printed and electronic version of the document are possible , Also available as printed version , Systemvoraussetzungen: Acrobat reader.
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  • 2
    Publication Date: 2021-03-29
    Description: Kurzfassung Die Quantifizierung der Schadstofffrachten an Kontrollebenen ist eine entscheidende Voraussetzung zur Bewertung von Grundwasserschadensfällen und zum Nachweis von Natural Attenuation. Hierzu können zwei verschiedene Erkundungsansätze, die Frachtbestimmung basierend auf der Interpolation von Punktkonzentrationsmessungen sowie Immissionspumpversuche, verwendet werden. Punktkonzentrationsmessungen haben den entscheidenden Nachteil, dass in der Regel nur eine ausreichend große Anzahl sicher stellen kann, dass die gesamte Abstromfahne erfasst wird. Immissionspumpversuche können wiederum relativ hohe Grundwasseraufbereitungs- und Entsorgungskosten verursachen und nur in ausreichend durchlässigen Grundwasserleitern durchgeführt werden. Ein Vergleich der Ergebnisse aus der Anwendung beider Erkundungsansätze kann eine Hilfestellung bei der Konzipierung von Erkundungsmaßnahmen bieten. Daher wurden die Resultate von vier Immissionspumpversuchen mit Messungen in 13, in kurzem Abstand zueinander errichteten, Direct-Push-Messstellen auf dem Gelände eines ehemaligen Gaswerks verglichen. Es konnte festgestellt werden, dass die Vergleichbarkeit der Erkundungsergebnisse je nach Standortsituation stark von der Heterogenität der Verteilung der Schadstoffe im Grundwasserleiter abhängt. Die Studie legt nahe, dass insbesondere bei stark heterogenen Verhältnissen im Grundwasserleiter Immissionspumpversuche bei der Wahl der Erkundungsmethode bevorzugt werden sollten, da die Interpolation von Punktkonzentrationsmessungen selbst im Falle eines relativ engmaschigen Messstellennetzes zu einer großen Erkundungsunsicherheit führen kann.
    Description: The quantification of contaminant mass flow rates at control planes is an essential prerequisite for assessing contaminated sites and for providing evidence of natural attenuation. Two different investigation approaches are usually implemented: mass flow estimation based on interpolation of point scale concentration measurements, and integral pumping tests. Point scale concentration measurements have the crucial disadvantage that in general, only a sufficiently dense monitoring network can ensure that the plume is completely covered. On the other hand, integral pumping tests may require expensive groundwater treatment and disposal and are only applicable in sufficiently conductive aquifers. A comparison of results from the application of both approaches can help with respect to the selection of a subsurface investigation method. A former gasworks site was chosen to compare the results of four integral pumping tests and measurements obtained from 13 direct-push-wells, which were installed at a relatively close spacing. The comparison shows that the correlation of the two methods depends strongly on the heterogeneity of the contaminant distribution within the aquifer. The study suggests that especially in the case of heterogeneous settings, integral pumping tests should be chosen for subsurface investigations, as interpolated point scale concentration measurements, even if densely spaced, can still bear a prohibitively high degree of uncertainty.
    Keywords: contaminant mass flow rate; integral pumping tests; point scale concentration measurements; remediation optimization ; 551 ; Geosciences; Geoecology/Natural Processes; Soil Science & Conservation ; Applied Geosciences ; Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution; Hydrogeology
    Type: article , publishedVersion
    Format: application/pdf
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  • 3
    Publication Date: 2021-03-29
    Description: Kurzfassung Auf dem Gelände eines ehemaligen Gaswerks (Testfeld Süd) wurden Immissionspumpversuche (IPVs) zur Quantifizierung der Fracht und der mittleren Konzentration gaswerkstypischer Schadstoffe entlang von drei Kontrollquerschnitten durchgeführt. Die daraus resultierenden Konzentrationsganglinien wurden mithilfe des Inversionsprogramms CSTREAM und eines Strömungs- und Transportmodells des hydraulisch extrem heterogenen Grundwasserleiters numerisch ausgewertet. Die den gesamten Abstrombereich der Verdachtsfläche erfassenden Kontrollquerschnitte ermöglichen Aussagen über die Position und Ausbreitung der Schadstofffahne auf dem Gelände des Testfeldes Süd. Bisherige Auswertungen von IPVs konnten die Verteilung der Schadstofffahne um den IPV-Brunnen für genau drei Fälle berechnen: entweder befindet sich die Fahne links vom Brunnen, rechts davon oder ist symmetrisch um ihn verteilt. Um eine realistischere Vorstellung von der Fahnenposition zu ermöglichen, wurden in dieser Studie zusätzlich Direct-Push-Messstellen entlang einer Kontrollebene installiert. Die in diesen Messstellen gemessenen Konzentrationen wurden zur Konditionierung der numerischen Inversionslösung herangezogen. Die Ergebnisse ermöglichen eine genauere Eingrenzung des Fahnenzentrums sowie des Fahnenrandes, was insbesondere die Erarbeitung angepasster und optimierter Sanierungsstrategien unterstützt.
    Description: A series of integral pumping tests (IPTs) were conducted at a former gasworks site to quantify the contaminant mass flux and average concentration in groundwater along three control planes. The resulting concentration-time series were analysed numerically with the help of the inversion code CSTREAM and a flow and transport model representing the highly heterogeneous aquifer. Since the control planes cover the entire downstream width of the potentially contaminated area, they allow conclusions to be drawn about the current location and spread of the contaminant plume. Previous evaluations of integral pumping tests could calculate three scenarios concerning the spread of the plume around the IPT well: (i) the plume is located to the right of the well, (ii) to the left, or (iii) is distributed symmetrically around it. To create a more realistic picture of the plume position, a series of direct-push monitoring wells were installed along one control plane. The concentrations found in these wells were included in the numerical analysis to condition the inversion results, and resulted in a more pronounced plume centre and fringe, which supports the development of optimised remediation strategies.
    Keywords: integral pumping tests; conditioning; plume delineation; remediation optimisation ; 551 ; Geosciences; Geoecology/Natural Processes; Soil Science & Conservation ; Applied Geosciences ; Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution; Hydrogeology
    Type: article , publishedVersion
    Format: application/pdf
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  • 4
    Electronic Resource
    Electronic Resource
    Amsterdam : Elsevier
    Journal of Hydrology 159 (1994), S. 79-104 
    ISSN: 0022-1694
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Architecture, Civil Engineering, Surveying , Geography , Geosciences
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Amsterdam : Elsevier
    Nuclear Instruments and Methods in Physics Research Section A: 242 (1986), S. 539-543 
    ISSN: 0168-9002
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Physics
    Type of Medium: Electronic Resource
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  • 6
    ISSN: 1432-0509
    Keywords: Thrombosis, idiopathic segmental ; Priapism ; Corpus cavernosum
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine
    Notes: Abstract Idiopathic segmental thrombosis of the corpus cavernosum as a cause for partial priapism is an uncommon event. Diagnosis and treatment in the past have principally involved invasive methods. We present a case in which both conventional invasive methods and noninvasive imaging were used.
    Type of Medium: Electronic Resource
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  • 7
    Publication Date: 2018-01-07
    Description: Objective To assess the diagnostic accuracy of thermal imaging (TI) in the setting of focal consolidative pneumonia with chest X-ray (CXR) as the gold standard. Setting A large, 973-bed teaching hospital in Boston, Massachusetts. Participants 47 patients enrolled, 15 in a training set, 32 in a test set. Age range 10 months to 82 years (median=50 years). Materials and methods Subjects received CXR with subsequent TI within 4 hours of each other. CXR and TI were assessed in blinded random order. Presence of focal opacity (pneumonia) on CXR, the outcome parameter, was recorded. For TI, presence of area(s) of increased heat (pneumonia) was recorded. Fisher’s exact test was used to assess the significance of the correlations of positive findings in the same anatomical region. Results With TI compared with the CXR (the outcome parameter), sensitivity was 80.0% (95% CIs 29.9% to 98.9%), specificity was 57.7% (95% CI 37.2% to 76.0%). Positive predictive value of TI was 26.7% (95% CI 8.9% to55.2%) and its negative predictive value was 93.8% (95% CI 67.7% to 99.7%). Conclusions This feasibility study confirms proof of concept that chest TI is consistent with CXR in suggesting similarly localised focal pneumonia with high sensitivity and negative predictive value. Further investigation of TI as a point-of-care imaging modality is warranted.
    Keywords: Open access, Radiology and imaging
    Electronic ISSN: 2044-6055
    Topics: Medicine
    Published by BMJ Publishing
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  • 8
    Publication Date: 2013-03-09
    Description: A new framework is introduced for hydraulic tomography application and validation in the field. Our motivation is the need for methods that are both efficient and expressive for resolving the spatial distribution of heterogeneous hydraulic properties in aquifers. The presented strategy involves time-efficient field experiments and a computationally efficient inversion scheme. By exploiting the early travel time diagnostics of the hydraulic pressure pulses recorded during tomographic cross-well tests, and new application of attenuation inversion, only short-term pumping tests are required. Many of these can be conducted in one day. The procedure is developed by a numerical experiment with a highly heterogeneous aquifer analogue and then applied to a field case with a shallow, unconsolidated sedimentary aquifer, the Stegemühle site in Germany. It is demonstrated that the performance of a suite of tomographic short-term pumping tests, data processing and inversion for the reconstruction of heterogeneous diffusivity and specific storage distribution is possible within one day. Additionally, direct-push injection logging is performed at the field site, and the obtained field data is utilized for successful validation of the hydraulic tomograms. We also compare both methods with respect to the necessary requirements, time demand in the field and complexity of interpretation.
    Print ISSN: 0043-1397
    Electronic ISSN: 1944-7973
    Topics: Architecture, Civil Engineering, Surveying , Geography
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