Comparison of alternative methodologies for identifying and characterizing preferential flow paths in heterogeneous aquifers

被引:64
作者
Le Borgne, T. [1 ]
Bour, O.
Riley, M. S.
Gouze, P.
Pezard, P. A.
Belghoul, A.
Lods, G.
Le Provost, R.
Greswell, R. B.
Ellis, P. A.
Isakov, E.
Last, B. J.
机构
[1] Univ Rennes, CNRS, UMR Geosci Rennes 6118, Rennes, France
[2] Univ Montpellier 2, CNRS, UMR Geosci Montpellier 5243, Montpellier, France
[3] Univ Birmingham, Sch Geog Earth & Environm Sci, Hydrogeol Res Grp, Birmingham B15 2TT, W Midlands, England
关键词
fracture; connectivity; flowmeter; packer; geophysical measurements;
D O I
10.1016/j.jhydrol.2007.07.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One of the main difficulties encountered when characterizing the hydrodynamic properties of a fractured aquifer is to identify the preferential flow paths within it. Different methods may be applied to determine the variability of the permeability at the borehole scale and to image the structure of the main flow zones between boreholes. In this paper, we compare the information obtained from different measurement techniques performed in a set of three 100m depth wells (well-to-well spacing: 5-10 m) in a fractured crystalline rock setting. Geophysical logging and borehole-wall imaging are used to identify open and closed fractures intersecting the boreholes and their orientation. The comparison with flowmeter and single packer tests shows that few of the fractures interpreted as open from geophysical togs are significantly transmissive. Cross-borehole connectivity is first investigated from single packer tests with pressure monitoring in adjacent boreholes. To determine fracture zone connectivity, we propose a methodology simply based on the variation with packer depth of the ratio of the drawdown in the observation well and the drawdown in the pumping well. The results are compared to the analysis of cross-borehole flowmeter tests. We show that both methods provide consistent results with a similar level of information on connectivity. (C) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:134 / 148
页数:15
相关论文
共 32 条
[1]   Connectivity of random fault networks following a power law fault length distribution [J].
Bour, O ;
Davy, P .
WATER RESOURCES RESEARCH, 1997, 33 (07) :1567-1583
[2]   Pumping tests in networks of multilevel sampling wells: Motivation and methodology [J].
Butler, JJ ;
McElwee, CD ;
Bohling, GC .
WATER RESOURCES RESEARCH, 1999, 35 (11) :3553-3560
[3]   Identifying fracture-zone geometry using simulated annealing and hydraulic-connection data [J].
Day-Lewis, FD ;
Hsieh, PA ;
Gorelick, SM .
WATER RESOURCES RESEARCH, 2000, 36 (07) :1707-1721
[4]  
DEDREUZY JR, 2001, WATER RESOUR RES, V37
[5]   Derivation of equivalent pipe network analogues for three-dimensional discrete fracture networks by the boundary element method [J].
Dershowitz, WS ;
Fidelibus, C .
WATER RESOURCES RESEARCH, 1999, 35 (09) :2685-2691
[6]   Comparative analysis of direct (core) and indirect (borehole imaging tools) collection of fracture data in the Hot Dry Rock Soultz reservoir (France) [J].
Genter, A ;
Castaing, C ;
Dezayes, C ;
Tenzer, H ;
Traineau, H ;
Villemin, T .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1997, 102 (B7) :15419-15431
[7]   IDENTIFYING HYDRAULICALLY CONDUCTIVE FRACTURES WITH A SLOW-VELOCITY BOREHOLE FLOWMETER [J].
HESS, AE .
CANADIAN GEOTECHNICAL JOURNAL, 1986, 23 (01) :69-78
[8]   Estimating the hydraulic properties of the fracture network in a sandstone aquifer [J].
Hitchmough, Anna M. ;
Riley, Michael S. ;
Herbert, Alan W. ;
Tellam, John H. .
JOURNAL OF CONTAMINANT HYDROLOGY, 2007, 93 (1-4) :38-57
[9]  
Hsieh PA, 1998, SCALE DEPENDENCE AND SCALE INVARIANCE IN HYDROLOGY, P335, DOI 10.1017/CBO9780511551864.013
[10]   Strong field evidence of directional permeability scale effect in fractured rock [J].
Illman, WA .
JOURNAL OF HYDROLOGY, 2006, 319 (1-4) :227-236