Applied numerical modeling of saturated / unsaturated flow and ...

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Assessing measurements of first-order degradation rates through the virtual aquifer approach 281 REFERENCES Buscheck, T. E. & Alcantar, C. M. (1995) Regression techniques and analytical solutions to demonstrate intrinsic bioremediation, In: Intrinsic Bioremediation (ed. by R. E. Hinchee, T. J. Wilson, & D. Downey), 109–116. Batelle Press, Columbus, Ohio, USA. Stenback, G. A., Ong, S. K., Rogers, S. W. & Kjartonson, B. H. (2004) Impact of transverse and longitudinal dispersion on first-order degradation rate constant estimation. J. Contam. Hydrol. 73, 3–14. Wiedemeier, T. H., Swanson, M. A., Wilson, J. T., Kampbell, D. H., Miller, R. N. & Hansen, J. E. (1996) Approximation of biodegradation rate constants for monoaromatic hydrocarbons (BTEX) in ground water. Ground Water Monitoring Remed. 16(3), 186–194. Wiedemeier, T. H., Rifai, H. S., Wilson, J. T. & Newell, C. (1999) Natural Attenuation of Fuels and Chlorinated Solvents in the Subsurface. Wiley, New York, USA. Wilson, J. T., Pfeffer, F. M., Weaver, J. W., Kampbell, D. H., Wiedemeier, T. H., Hansen, J. E., & Miller, R. N. (1994) Intrinsic bioremediation of JP-4 jet fuel. In: Symposium on Intrinsic Bioremediation of Ground Water (Denver, Colorado, USA), 60–72. US-EPA/540 R-94/515, Washington DC, USA.
Enclosed Publication 2 Bauer, S., Beyer, C., Kolditz, O. (2006a): Assessing measurement uncertainty of first-order degradation rates in heterogeneous aquifers, Water Resour. Res., 42, W01420, doi:10.1029/2004WR003878. Copyright 2006 American Geophysical Union. Reproduced by permission of American Geophysical Union. The enclosed article can be obtained online from AGU at http://www.agu.org/pubs/crossref/2006.../2004WR003878.shtml.
Page 3 and 4: Applied numerical modeling of satur
Page 5: Abstract Applied numerical modeling
Page 9: Vorwort Die zurückliegenden drei J
Page 13: List of abbreviations and mathemati
Page 16 and 17: for the application studies outline
Page 18 and 19: path lengths of water molecules tha
Page 20 and 21: where vmax [s -1 ] is a maximum gro
Page 22 and 23: domain is discretized along advecti
Page 24 and 25: conceptional model error: wrong pro
Page 26 and 27: The conceptual model used is a rigo
Page 28 and 29: equires therefore a higher degradat
Page 30 and 31: studied for heterogeneous sites wit
Page 32 and 33: Fig. 13: Plume length overestimatio
Page 34 and 35: concentration maximum is for the ca
Page 36 and 37: possibilities can not be provided n
Page 38 and 39: technischen Bauwerken. (Model based
Page 40 and 41: Schäfer, D., Dahmke, A., Kolditz,
Page 43: Enclosed Publication 1 Bauer, S., B
Page 46 and 47: Assessing measurements of first-ord
Page 55 and 56: WATER RESOURCES RESEARCH, VOL. 42,
Page 57 and 58: W01420 BAUER ET AL.: ASSESSING FIRS
Page 69: Enclosed Publication 3 Beyer, C., B
Page 72 and 73: 74 C. Beyer et al. / Journal of Con
Page 95: Enclosed Publication 4 Bauer, S., B
Page 98 and 99: Einführung In dieser Arbeit wird e
Page 100 and 101: Entlang der so bestimmten Grundwass
Page 102 and 103:
Für die letztgenannten Methoden m
Page 104 and 105:
Um diesen Effekt zu verdeutlichen s
Page 106 and 107:
Unsicherheit zu. Für Methode 3 ( A
Page 108 and 109:
sagt sowie die zusätzliche Problem
Page 111:
Enclosed Publication 5 Beyer, C., C
Page 114 and 115:
(1995) yields a “hybrid” rate c
Page 116 and 117:
2 integral scale lY of 2.67 m and l
Page 118 and 119:
The approximate solution employed h
Page 120 and 121:
As Bauer et al. (2006a) demonstrate
Page 122 and 123:
Table 4: Normalized degradation rat
Page 124 and 125:
Comparing results for source widths
Page 127:
Enclosed Publication 6 Beyer, C., K
Page 130 and 131:
Einleitung und Zielsetzung In Deuts
Page 132 and 133:
die Anzahl Simulationsläufe den Vo
Page 134 and 135:
Grundlage des Korngrößenspektrums
Page 136 and 137:
Dies ist als konservative Abschätz
Page 138 and 139:
Randbedingungen abhängig ist. Aus
Page 140 and 141:
keinen Einfluss auf die abgebaute M
Page 142 and 143:
Carsell, R. F., Parish, R. S.: Deve
Page 144:
van Genuchten, M.T.: A closed form
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