Journal of Water Resource and Protection, 2012, 4, 657-662
doi:10.4236/jwarp.2012.48076 Published Online August 2012 (http://www.SciRP.org/journal/jwarp)
Analytical and Numerical Modeling of Flow in a
Fractured Gneiss Aquifer
Ramadan Abdelaziz, Broder J. Merkel
Department for Geology, Technische Universität Bergakademie Freiberg, Freiberg, Germany
Email: ramawaad@gmail.com, merkel@geo.tu-freiberg.de
Received May 16, 2012; revised June 22, 2012; accepted July 2, 2012
ABSTRACT
Investigating and modeling fluid flow in fractured aquifers is a challenge. This study presents the results of a series of
packer tests conducted in a fractured aquifer in Freiberg, Germany, where gneiss is the dominant rock type. Two meth-
ods were applied to acquire hydraulic properties from the packer tests: analytical and numerical modeling. MLU
(Multi-Layer Unsteady state) for Windows is the analytical model that was applied. ANSYS-FLOTRAN was used to
build a two-dimensional numerical model of the geometry of the layered aquifer. A reasonable match between experi-
mental data and simulated data was achieved with the 2D numerical model while the solution from the analytical model
revealed significant deviations with respect to direction.
Keywords: Ansys/Flotran; MLU for Windows; Gneiss; Packer Test; Fractured Aquifer
1. Introduction
Fractured aquifers are very important for groundwater
supply because about 75% of the earth’s surface consists
of fractured aquifers [1] and 25% of the global popula-
tion is supplied by karst waters [2]. Flow velocity in
fractured gneiss is known to be highly variable over a
range of scales and uncertainties which arises from het-
erogeneous flow pattern in fissures and fractures. This
has significant implications on water resource manage-
ment from borehole to catchment scales. In addition,
understanding flow heterogeneity in the aquifer is of
great importance for groundwater protection and for pre-
dicting contaminant transport.
Theis [3] was the first scientist to conduct a transient
analysis of the groundwater flow. After Theis, many re-
searchers like Warren and Root [4], Kazemi [5], Odeh
[6], Hantusch and Thomas [7], and Streltsova [8] studied
the flow through fractured rocks in the context of petro-
leum and groundwater engineering. Jenkins and Prentice
[9] described groundwater flow in a single fracture with a
very large permeability. Sen [10] used an analytical solu-
tion to analyze fractured gneiss with a linear flow pattern.
Cohen [11] used a two-dimensional numerical model to
analyze an open-well test in fractured crystalline rock.
Gernand and Heidtman [12] used the analytical model by
Jenkins and Prentice to analyze a pumping test in a frac-
tured gneiss aquifer. Schweisinger et al. [13] analyzed
transient changes in a fracture aperture during hydraulic
well tests in fractured gneiss. Wang and Cui [14] ana-
lyzed fluid flow and heat transfer by using the distributed
resistance application in ANSYS FLOTRAN. Their analy-
sis was done without comparing the modeled results with
those from experiments (Gu et al. [15] and Cen and Chi
[16]). Slack [17] proposed a theoretical analysis for the
slug test which couples elastic deformation with fluid
flow within a fracture. Molina-Aiz et al. [18] used ANYS
FLOTRAN to simulate the velocity and temperature in a
ventilated greenhouse. Crandall et al. [19] used ANSYS
FLUENT to obtain the flow solution in a fractured aqui-
fer.
Several analytical solutions are implemented in soft-
ware packages like AQTESOLV, Aquifer Win32, Aqui-
ferTest Pro, StepMaster, and MODPUMP to determine
the hydraulic parameters of aquifers. Some of these
packages offer analytical solutions for fractured aquifers.
However, these software packages have certain limita-
tions due to the more or less arbitrary selection of ana-
lytical solutions that are implemented. MLU for Win-
dows [20] is based on a completely different concept: It
is a multi-layer analytical model for confined and uncon-
fined aquifers and can thus be used for any kind of
groundwater testing scenario.
Several numerical models have been developed to si-
mulate the flow and transport in fractured aquifers. Ex-
amples are GeoSys/Rockflow and TOUGH2. Walsh et al.
[21] modeled flow and mechanical deformation in frac-
tured rock using Rockflow/GeoSys. McDermott et al.
[22], Myrttinen et al. [23] and others used the numerical
simulator GeoSys/Rockflow to simulate the flow and
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