Influence of source thickness on steady-state plume length
The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (2005, 2011) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were o...
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Published in | Environmental earth sciences Vol. 71; no. 2; pp. 959 - 964 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Berlin/Heidelberg
Springer-Verlag
01.01.2014
Springer Berlin Heidelberg Springer Springer Nature B.V |
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Abstract | The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (2005, 2011) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were obtained: first, the modified expressions overestimate the plume length only up to a factor of 2 when the source thickness (M ₛ ) is at least 50 % of the aquifer depth (M). Second, overestimates do not exceed plume length by a factor of 10 (2D scenario) or 5 (3D scenario) for 25 % < M ₛ /M < 50 %. Third, numerical techniques are recommended for M ₛ < 25 %. In addition, it was observed that the degradation from the top dominates for M ₛ /M > 50 %. As far as the numerical experiments are concerned, it is important to note that the employed finite element approach was applied to the transformed transport equation provided in both Liedl et al. works. This transformation, which can also be applied to more complex scenarios than those studied here, eliminates reaction terms from the model equations and therefore largely facilitates numerical computations. |
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AbstractList | The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (
2005
,
2011
) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were obtained: first, the modified expressions overestimate the plume length only up to a factor of 2 when the source thickness (
M
s
) is at least 50 % of the aquifer depth (
M
). Second, overestimates do not exceed plume length by a factor of 10 (2D scenario) or 5 (3D scenario) for 25 % <
M
s
/
M
< 50 %. Third, numerical techniques are recommended for
M
s
< 25 %. In addition, it was observed that the degradation from the top dominates for
M
s
/
M
> 50 %. As far as the numerical experiments are concerned, it is important to note that the employed finite element approach was applied to the transformed transport equation provided in both Liedl et al. works. This transformation, which can also be applied to more complex scenarios than those studied here, eliminates reaction terms from the model equations and therefore largely facilitates numerical computations. The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (2005, 2011) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were obtained: first, the modified expressions overestimate the plume length only up to a factor of 2 when the source thickness (M s ) is at least 50 % of the aquifer depth (M). Second, overestimates do not exceed plume length by a factor of 10 (2D scenario) or 5 (3D scenario) for 25 % < M s /M < 50 %. Third, numerical techniques are recommended for M s < 25 %. In addition, it was observed that the degradation from the top dominates for M s /M > 50 %. As far as the numerical experiments are concerned, it is important to note that the employed finite element approach was applied to the transformed transport equation provided in both Liedl et al. works. This transformation, which can also be applied to more complex scenarios than those studied here, eliminates reaction terms from the model equations and therefore largely facilitates numerical computations. Issue Title: Thematic Issue: Besancon - Karst aquifers The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. ( 2005 , 2011 ) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were obtained: first, the modified expressions overestimate the plume length only up to a factor of 2 when the source thickness (M ^sub s^) is at least 50 % of the aquifer depth (M). Second, overestimates do not exceed plume length by a factor of 10 (2D scenario) or 5 (3D scenario) for 25 % < M ^sub s^/M < 50 %. Third, numerical techniques are recommended for M ^sub s^ < 25 %. In addition, it was observed that the degradation from the top dominates for M ^sub s^/M > 50 %. As far as the numerical experiments are concerned, it is important to note that the employed finite element approach was applied to the transformed transport equation provided in both Liedl et al. works. This transformation, which can also be applied to more complex scenarios than those studied here, eliminates reaction terms from the model equations and therefore largely facilitates numerical computations.[PUBLICATION ABSTRACT] The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (2005, 2011) for 2D and 3D scenarios. For comparison, 2D and 3D numerical experiments were performed, and the following three important conclusions were obtained: first, the modified expressions overestimate the plume length only up to a factor of 2 when the source thickness (M ₛ ) is at least 50 % of the aquifer depth (M). Second, overestimates do not exceed plume length by a factor of 10 (2D scenario) or 5 (3D scenario) for 25 % < M ₛ /M < 50 %. Third, numerical techniques are recommended for M ₛ < 25 %. In addition, it was observed that the degradation from the top dominates for M ₛ /M > 50 %. As far as the numerical experiments are concerned, it is important to note that the employed finite element approach was applied to the transformed transport equation provided in both Liedl et al. works. This transformation, which can also be applied to more complex scenarios than those studied here, eliminates reaction terms from the model equations and therefore largely facilitates numerical computations. |
Author | Yadav, P. K Dietrich, P Liedl, R |
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CitedBy_id | crossref_primary_10_1016_j_jconhyd_2020_103709 crossref_primary_10_1016_j_cageo_2023_105299 crossref_primary_10_1111_gwat_13137 crossref_primary_10_1007_s12665_022_10709_x crossref_primary_10_1016_j_jconhyd_2022_104096 |
Cites_doi | 10.1007/s12665-010-0780-3 10.1016/j.advwatres.2006.05.022 10.1029/2007WR005969 10.1002/9780470172964 10.1029/2010WR009710 10.1016/0022-1694(87)90127-2 10.1016/S0022-1694(01)00547-9 10.1029/2004WR003495 10.1029/2009WR008977 10.1007/s12665-011-0979-y 10.1007/s12665-011-1039-3 10.1016/j.jconhyd.2009.02.007 10.1016/j.advwatres.2004.05.008 10.1016/j.jconhyd.2005.12.012 10.1029/2005WR004000 10.1016/j.advwatres.2008.10.018 10.1016/j.advwatres.2008.10.017 10.1007/s00767-012-0209-x 10.1016/j.jconhyd.2010.06.009 10.1016/j.jconhyd.2006.04.006 |
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Keywords | Numerical modeling Analytical models Plume length experimental studies thickness plumes ground water degradation transport finite element analysis depth aquifers numerical models three-dimensional models transformations two-dimensional models |
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References | Domenico (CR9) 1987; 91 Yenigül, Hensbergen, Elfeki, Dekking (CR20) 2011; 64 Chu, Kitanidis, McCarty (CR5) 2005; 41 CR19 Brun, Engesgaard (CR4) 2002; 256 Liedl, Valocchi, Dietrich, Grathwohl (CR14) 2005; 41 CR17 Wiedemeier, Rifai, Newell, Wilson (CR18) 1999 Beyer, Bauer, Kolditz (CR3) 2006; 87 Liedl, Yadav, Dietrich (CR15) 2011; 47 Acharya, Valocchi, Werth, Willingham (CR1) 2007; 43 Gutierrez-Neri, Ham, Schotting, Lerner (CR10) 2009; 107 Hunkeler, Höhener, Atteia (CR12) 2010; 107 Cirpka, Valocchi (CR7) 2007; 30 Maier, Grathwohl (CR16) 2006; 85 Cirpka (CR6) 2010; 46 Bahaa-eldin, Yusoff, Abdul Rahim, Wan Zuhairi, Abdul Ghani (CR2) 2010; 63 Ham, Schotting, Prommer, Davis (CR11) 2004; 27 Cirpka, Valocchi (CR8) 2009; 32 Kim, Song, Lu (CR13) 2011; 64 U Maier (2497_CR16) 2006; 85 PA Domenico (2497_CR9) 1987; 91 M Gutierrez-Neri (2497_CR10) 2009; 107 2497_CR19 2497_CR17 PAS Ham (2497_CR11) 2004; 27 M Chu (2497_CR5) 2005; 41 O Cirpka (2497_CR6) 2010; 46 D Kim (2497_CR13) 2011; 64 O Cirpka (2497_CR8) 2009; 32 R Acharya (2497_CR1) 2007; 43 HT Wiedemeier (2497_CR18) 1999 2497_CR3 EAR Bahaa-eldin (2497_CR2) 2010; 63 R Liedl (2497_CR14) 2005; 41 A Brun (2497_CR4) 2002; 256 O Cirpka (2497_CR7) 2007; 30 R Liedl (2497_CR15) 2011; 47 NB Yenigül (2497_CR20) 2011; 64 2497_CR12 |
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Snippet | The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. (2005, 2011)... The impact of source thickness on steady-state plume length is studied using modifications of the analytical expressions provided in Liedl et al. ( 2005 , 2011... Issue Title: Thematic Issue: Besancon - Karst aquifers The impact of source thickness on steady-state plume length is studied using modifications of the... |
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SubjectTerms | Aquifers Biogeosciences Earth and Environmental Science Earth Sciences Earth, ocean, space Engineering and environment geology. Geothermics Environmental Science and Engineering equations Exact sciences and technology Geochemistry Geology Groundwater pollution Hydrogeology Hydrology. Hydrogeology Hydrology/Water Resources Karst Mathematical analysis Mathematical models Original Article Plumes pollution Pollution, environment geology Terrestrial Pollution Three dimensional Transformations Transport equations Two dimensional Water resources management |
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Title | Influence of source thickness on steady-state plume length |
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