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@ARTICLE{Schilling:843535,
author = {Schilling, Oliver S. and Irvine, Dylan J. and Hendricks
Franssen, Harrie-Jan and Brunner, Philip},
title = {{E}stimating the {S}patial {E}xtent of {U}nsaturated
{Z}ones in {H}eterogeneous {R}iver-{A}quifer {S}ystems},
journal = {Water resources research},
volume = {53},
number = {12},
issn = {0043-1397},
address = {[New York]},
publisher = {Wiley},
reportid = {FZJ-2018-01121},
pages = {10583 - 10602},
year = {2017},
abstract = {The presence of unsaturated zones at the river-aquifer
interface has large implications on numerous hydraulic and
chemical processes. However, the hydrological and geological
controls that influence the development of unsaturated zones
have so far only been analyzed with simplified
conceptualizations of flow processes, or homogeneous
conceptualizations of the hydraulic conductivity in either
the aquifer or the riverbed. We systematically investigated
the influence of heterogeneous structures in both the
riverbed and the aquifer on the development of unsaturated
zones. A stochastic 1-D criterion that takes both riverbed
and aquifer heterogeneity into account was developed using a
Monte Carlo sampling technique. The approach allows the
reliable estimation of the upper bound of the spatial extent
of unsaturated areas underneath a riverbed. Through
systematic numerical modeling experiments, we furthermore
show that horizontal capillary forces can reduce the spatial
extent of unsaturated zones under clogged areas. This
analysis shows how the spatial structure of clogging layers
and aquifers influence the propensity for unsaturated zones
to develop: In riverbeds where clogged areas are made up of
many small, spatially disconnected patches with a diameter
in the order of 1 m, unsaturated areas are less likely to
develop compared to riverbeds where large clogged areas
exist adjacent to unclogged areas. A combination of the
stochastic 1-D criterion with an analysis of the spatial
structure of the clogging layers and the potential for
resaturation can help develop an appropriate conceptual
model and inform the choice of a suitable numerical
simulator for river-aquifer systems.},
cin = {IBG-3},
ddc = {550},
cid = {I:(DE-Juel1)IBG-3-20101118},
pnm = {255 - Terrestrial Systems: From Observation to Prediction
(POF3-255)},
pid = {G:(DE-HGF)POF3-255},
typ = {PUB:(DE-HGF)16},
UT = {WOS:000423299000033},
doi = {10.1002/2017WR020409},
url = {https://juser.fz-juelich.de/record/843535},
}