% IMPORTANT: The following is UTF-8 encoded. This means that in the presence
% of non-ASCII characters, it will not work with BibTeX 0.99 or older.
% Instead, you should use an up-to-date BibTeX implementation like “bibtex8” or
% “biber”.
@PHDTHESIS{Englert:32565,
author = {Englert, Andreas},
title = {{M}easurement, {E}stimation and {M}odelling of
{G}roundwater {F}low {V}elocity at {K}rauthausen {T}est
{S}ite},
volume = {4084},
issn = {0944-2952},
school = {Techn. Hochsch. Aachen},
type = {Dr. (FH)},
address = {Jülich},
publisher = {Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag},
reportid = {PreJuSER-32565, Juel-4084},
series = {Berichte des Forschungszentrums Jülich},
pages = {XVIII, 89 p.},
year = {2003},
note = {Record converted from VDB: 12.11.2012; Aachen, Techn.
Hochsch., Diss., 2003},
abstract = {To enable precise understanding and prediction of transport
in porous media, physical, chemical and biological processes
and the interaction between these processes have to be
considered. This is an interdisciplinary problem. In the
scope of this work the focus is on the physically mmpelling
force of the transport, the groundwater flow velocity. A
groundwater flow velocimeter (Fig. 1), using the point
dilution technique, has been developed to measure in situ
the groundwater flow velocity. The resolution of the
groundwater flow velocimeter in the vertical direction is 25
cm. The in situ dilution measurement of the tracer uranin is
carried out by laser-induced fluorimetry. The calibration of
the groundwater flow velocimeter and subsequent field
experiments at Krauthausen test site showed that the
groundwater flow velocity inside a borehole can be measured
with sufficient accuracy. The accuracy in deriving the Darcy
velocity from the measurements inside a borehole is strongly
dependent on the accuracy in determining the
$\alpha$-factor, which corrects for the convergence of
streamlines towards the borehole. The estimation of the
$\alpha$-factor is difficult due to a general lack of
knowledge of the state of the well. Measurements with the
groundwater velocimeter showed that, the local Darcy
velocity is strongly space and time dependent. For the
strongly anisotropic structure of the hydraulic conductivity
at the Krauthausen test site, statistics for a three
dimensional heterogeneous flow velocity field have been
estimated using stochastic theories and Monte Carlo analysis
which is based on numerical calculations. It is shown that
correlograms in the mean flow direction, estimated by 1st
order approximation, are in agreement with the results from
the Monte Carlo analysis. The variances for the Darcy
velocity components, estimated by 1st order approximation,
are clearly below the results of the Monte Carlo estimation.
Estimation of the variance, based on 2nd order
approximation, showed accordance only for the longitudinal
component of the Darcy velocity, whereas the vertical
transversal component is below and the horizontal
transversal component is above the results from Monte Carlo
analysis. The estimated mean Darcy velocity is similar for
1st and 2nd order approximation as well as for the Monte
Carlo analysis. Estimation of the Darcy velocity statistics,
both from numerical modelling and from stochastic theories,
show smaller mean by factor 2, smaller variances by factor 4
and longer correlation length in the horizontal direction by
factor 7 than the directly measured Darcy velocity using the
groundwater flow velocimeter. The high discrepancies in
mean, variance and horizontal autocorrelation length are due
to the limited knowledge of the $\alpha$-factor and the time
variability of the Darcy velocities. A comparison shows that
the relative standard deviation is similar for modelling,
2nd order approximation and direct measurements with the
groundwater flow velocimeter.},
cin = {ICG-IV},
cid = {I:(DE-Juel1)VDB50},
pnm = {Chemie und Dynamik der Geo-Biosphäre},
pid = {G:(DE-Juel1)FUEK257},
typ = {PUB:(DE-HGF)11 / PUB:(DE-HGF)3},
url = {https://juser.fz-juelich.de/record/32565},
}