001     52886
005     20180211172716.0
024 7 _ |2 DOI
|a 10.2136/vzj2005.0105
024 7 _ |2 WOS
|a WOS:000242178600009
037 _ _ |a PreJuSER-52886
041 _ _ |a eng
082 _ _ |a 550
084 _ _ |2 WoS
|a Environmental Sciences
084 _ _ |2 WoS
|a Soil Science
084 _ _ |2 WoS
|a Water Resources
100 1 _ |a Weihermüller, L.
|b 0
|u FZJ
|0 P:(DE-Juel1)VDB17057
245 _ _ |a Soil Heterogeneity Effects on Solute Breakthrough Sampled with Suction Cups: Numerical Simulations
260 _ _ |a Madison, Wis.
|b SSSA
|c 2006
300 _ _ |a 886 - 893
336 7 _ |a Journal Article
|0 PUB:(DE-HGF)16
|2 PUB:(DE-HGF)
336 7 _ |a Output Types/Journal article
|2 DataCite
336 7 _ |a Journal Article
|0 0
|2 EndNote
336 7 _ |a ARTICLE
|2 BibTeX
336 7 _ |a JOURNAL_ARTICLE
|2 ORCID
336 7 _ |a article
|2 DRIVER
440 _ 0 |a Vadose Zone Journal
|x 1539-1663
|0 10301
|y 3
|v 5
500 _ _ |a Record converted from VDB: 12.11.2012
520 _ _ |a Porous cups are widely used to extract soil solution for monitoring solute transport; however, it is not always clear how soil heterogeneity influences solute breakthrough sampled by suction cups. The objective of this study was to evaluate the influence of soil heterogeneity on the breakthrough of solute extracted by suction cups. We conducted numerical simulations using the HYDRUS-2D code. Local-scale heterogeneity in hydraulic properties was generated using Miller-Miller scaling theory. Results of the simulations show that effective transport parameters derived from the measured breakthrough curves in the suction cups depended on the location of the suction cup in the heterogeneous flow field. Mean pore water velocities obtained from suction cup measurements ranged by a factor of 1.6 and dispersivities by a factor of 1.5 for the different heterogeneous structures. As a consequence, the arrival time (first moment) of the tracer plume derived from suction cup measurements was accelerated or delayed compared with the homogeneous case. Mass recoveries and suction cup sampling areas were also influenced by the underlying structure. The applied suction in the cup as well as the suction cup sampling area were found to have important effects on the mean pore water velocity, dispersivity, and mass recovery. The effect of variation in applied suction was analyzed using reference point data taken from 10 locations in the undisturbed flow field. Contrary to the general assumption that solute spreading measured with suction cups depends only on the mean pore water velocity, our results show that solute spreading is also influenced by (i) the suction cup sampling area and the deformation of streamlines to the cup, and (ii) the flow channels that are sampled. The numerical simulations indicate that the number of suction cups required for calculating a mean breakthrough curve in the chosen heterogeneous flow field must to be > 20.
536 _ _ |a Terrestrische Umwelt
|c P24
|2 G:(DE-HGF)
|0 G:(DE-Juel1)FUEK407
|x 0
588 _ _ |a Dataset connected to Web of Science
650 _ 7 |a J
|2 WoSType
700 1 _ |a Kasteel, R.
|b 1
|u FZJ
|0 P:(DE-Juel1)VDB724
700 1 _ |a Vereecken, H.
|b 2
|u FZJ
|0 P:(DE-Juel1)129549
773 _ _ |a 10.2136/vzj2005.0105
|g Vol. 5, p. 886 - 893
|p 886 - 893
|q 5<886 - 893
|0 PERI:(DE-600)2088189-7
|t Vadose zone journal
|v 5
|y 2006
|x 1539-1663
856 7 _ |u http://dx.doi.org/10.2136/vzj2005.0105
909 C O |o oai:juser.fz-juelich.de:52886
|p VDB
913 1 _ |k P24
|v Terrestrische Umwelt
|l Terrestrische Umwelt
|b Erde und Umwelt
|0 G:(DE-Juel1)FUEK407
|x 0
914 1 _ |y 2006
915 _ _ |0 StatID:(DE-HGF)0010
|a JCR/ISI refereed
920 1 _ |d 31.12.2006
|g ICG
|k ICG-IV
|l Agrosphäre
|0 I:(DE-Juel1)VDB50
|x 0
920 1 _ |0 I:(DE-82)080011_20140620
|k JARA-ENERGY
|l Jülich-Aachen Research Alliance - Energy
|g JARA
|x 1
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980 _ _ |a VDB
980 _ _ |a ConvertedRecord
980 _ _ |a journal
980 _ _ |a I:(DE-Juel1)IBG-3-20101118
980 _ _ |a I:(DE-82)080011_20140620
980 _ _ |a UNRESTRICTED
981 _ _ |a I:(DE-Juel1)IBG-3-20101118
981 _ _ |a I:(DE-Juel1)VDB1047


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