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@PHDTHESIS{Breede:838904,
author = {Breede, Katrin},
title = {{C}haracterization of effective hydraulic properties of
unsaturated porous media using spectral induced polarization
({SIP})},
volume = {175},
school = {Universität Bonn},
type = {Dissertation},
address = {Jülich},
publisher = {Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag},
reportid = {FZJ-2017-07410},
isbn = {978-3-89336-875-4},
series = {Schriften des Forschungszentrums Jülich / Reihe Energie
$\&$ Umwelt},
pages = {XIV, 72 S : Ill., graph. Darst},
year = {2013},
note = {Dissertation, Universität Bonn, 2012},
abstract = {Groundwater is a life-sustaining but vulnerable resource
which is endangered by contaminants. Soil acts as an
important protective buffer for groundwater and, therefore,
the understanding of flow and transport processes in soils
is of utmost importance. However, the prediction
capabilities of flow and transport models in the vadose zone
are often limited due to an insufficient knowledge about the
structural and textural heterogeneity of the soil. To obtain
more information about soil structure, texture and
heterogeneity, as well as hydraulic parameters, non-invasive
electrical methods may be employed in laboratory and
field-scale studies. One of the more promising electrical
methods is spectral induced polarization (SIP), which
measures the complex electrical conductivity in the
low-frequency range from 1 mHz to 45 kHz. Recently, this
method has been used to predict the saturated hydraulic
conductivity of consolidated and unconsolidated porous
media. To better understand the mechanisms causing
polarization and to extend the range of SIP applications to
the vadose zone, it is important to investigate how the SIP
response is affected by water content. In addition, it might
be possible to relate the SIP response to the unsaturated
hydraulic conductivity. Therefore, the general aim of this
thesis is the determination of effective hydraulic
properties of unsaturated and unconsolidated porous media
from SIP measurements. In a first step, a laboratory
measurement setup was developed that allows combined
electrical and hydraulic measurements on unconsolidated
porous media. The experimental design allows draining
samples in various consecutive pressure steps and water
outflow is automatically recorded to determine the water
content. Measurements of the complex electrical conductivity
are conducted using a high-accuracy electrical impedance
spectrometer. Experiments were conducted on unconsolidated
quartz sand and three sand-clay mixtures with 5, 10, and 20
weight-percent clay. The measured complex electrical
conductivity was interpreted using a Debye decomposition
approach that provides the DC resistivity, the total
chargeability, and a distribution of relaxation times. The
influence of water content on electrical properties like
real and imaginary part of the complex electrical
conductivity, phase shift, and the parameters obtained from
Debye decomposition was investigated for all four
artificially mixed sediment samples. The measured
resistivity magnitude and phase spectra and their dependence
on water content are clearly different for each mixture. For
pure sand, the phase values increased with decreasing water
content over the entire frequency range and a phase peak
appeared for moderate to low water content. The phase
spectra of the sand-clay mixtures show the same behavior as
the pure sand. In addition, a shift of the phase peak to
higher frequencies with decreasing water saturation was
observed for all samples. This shift suggests that
relaxation time and length become smaller with decreasing
water content, which is related to the smaller pores that
are still saturated at lower water content.The relationship
between unsaturated hydraulic properties and SIP parameters
was also investigated. The results show a clear power-law
relationship between the matric potential and the peak
relaxation time of the sand-clay mixtures. However, two
different slopes were observed for this relationship, one
for matric potentials greater than -120 cm and another one
for smaller ones. The observed slope was quadratic for
matric potentials > -120 cm and linear for matric potentials
below -120 cm. The quadratic relationship was attributed to
diffusion processes, but the linear relationship indicates a
hitherto unknown relaxation process. Using the empirical
relationship between the relaxation time and the matric
potential, respectively pore radius, and a simplified
version of the Mualem-van Genuchten model, a relationship
between the relaxation time and the unsaturated hydraulic
conductivity was obtained. The slope of this power-law
dependence between unsaturated hydraulic conductivity and
relaxation time depends on the width of the pore size
distribution as expressed by the semiempirical n parameter
of the Mualem-van Genuchten model. It was concluded that the
unsaturated hydraulic conductivity can be determined from
spectral induced polarization using the relaxation time and
additional information like the n parameter of the
Mualem-van Genuchten model.},
cin = {IBG-3},
cid = {I:(DE-Juel1)IBG-3-20101118},
pnm = {899 - ohne Topic (POF3-899)},
pid = {G:(DE-HGF)POF3-899},
typ = {PUB:(DE-HGF)3 / PUB:(DE-HGF)11},
url = {https://juser.fz-juelich.de/record/838904},
}