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Hydrogeophysics: Expectations, limitations and challenges
Andrew Binley, Lancaster University, UK
EAGE Near Surface 2005 Workshop on Hydrogeophysics, Palermo 2005
The value of hydrogeophysics
Geophysics has been widely used to support groundwater investigations for many years*. However, much of the earlier approaches concentrated on using geophysics to define lithological boundaries and other subsurface structures.
* For example, Zohdy et al. (1974), Application of surface geophysics to ground-water investigations, USGS.
During the 1990s there was a rapid growth in the use of geophysics to provide quantitative information about hydrological properties and processes.
Much of this was driven by the need to gain information of direct value to hydrological models, particularly given the developments of ‘data hungry’ stochastic hydrology tools.
The value of hydrogeophysics
Perhaps more significant is that there is a clear demand by government regulators and agencies for tools and technologies to allow characterisation of groundwater systems, for example linked to the EU Water Framework Directive
Advantages
Geophysics offers advantages over conventional sampling to the hydrologist because of:
High data sampling density
Larger measurement volume – more consistent with modelling needs
Relative lower cost of measurements – may avoid use of boreholes and/or allow quicker sampling
Minimally invasive – may allow investigations without affecting the hydrology of the system
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10
20z
(m)
20 30 40 50 60 70 80x (m)
structure(e.g. hydraulic conductivity)
process(e.g. solute transport)
Time-lapseimaging
Geophysicalimaging
hydrologicalmodel
petrophysicalmodel
petrophysicalmodel
Hydrogeophysical approach
After Kemna (2003)
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Sand/Gravel
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Sandstone
Gamma (c.p.s.)
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real electricalconductivity
imaginary electricalconductivity
Kemna, Binley and Slater (2003)
Structural characterisation example
Complex resistivity at the Drigg nuclear site, UK
day
electrical conductivitychanges (%)
Kemna, Vanderborght, Kulessa and Vereecken (2002)
Tracer experiment at the Krauthausen test site
Process characterisation example
Expectations
The hydrologist may expect the following:
1. Coverage over a large area at high resolution
2. Significant depth penetration
4. That the geophysicist will use the most appropriate method available
3. To make use of existing infrastructure
5. An (error free) image of the hydraulic property that they are interested in
Expectations versus reality
The hydrologist may get:
1. Coverage of a small plot of the site of interest
2. Limited depth penetration due to surface cover and conditions
4. The geophysicist used the method that he/she is most familiar with
3. Gaps in coverage or anomalies due to steel cased boreholes, for example
5. An image of a geophysical property (with unquantified uncertainty) that is somehow related to a hydraulic property
Expectations – essential communication
It is important, therefore, to communicate in order to establish:
1. What exactly does the hydrologist want ?
2. Does geophysics offer any solution ? There may be a better solution.
4. How will the geophysical property be related to what the hydrologist wants ? Can this be quantified ?
3. What exactly is realistic given the site conditions (geology, access, cover, etc.)
5. Is it possible to determine some level of uncertainty in the results that are communicated ?
Limitations – hydrogeophysical relationships (1)
For static imaging there must be a contrast in a geophysical property that can be related to hydrological parameters
This may be site specific
Binley, Slater, Fukes and Cassiani (2005)
Spectral induced polarisation of Triassic Sandstone
1m
Pore size (µm)
Cumulativeinjectionvolume(ml/g)
EC7-5EC15-5EC16-1
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0.01 0.1 1 10 100 1000 100000
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Frequency (Hz)
ρ(Ωm)
φ(mrad)
VEC16-1 depth = 17.61 mVEC15-5depth = 16.07 mVEC7-5depth = 8.22 m
ρ
φ
Limitations – hydrogeophysical relationships (1)
Limitations – hydrogeophysical relationships (1)
Is there a universal relationship ? Should there be one ?
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Graph 1Binley et al sandstoneLesmes sandstone
Spectral IP relaxationtime τ (s)
Hydraulic conductivity (m/d)
Time-lapse measurements may be easier to interpret in order to study processes but appropriate petrophysical relationships are needed
Limitations – hydrogeophysical relationships (2)
Moisture content changes due to natural inputs
Binley, Winship, Middleton, Pokar and West (2001)
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0Change inmoisturecontent
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23456789
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29-Jul-99
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15-Sep-99
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22-Apr-99
0 1 2 3 4 5
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1011
12-Mar-99
Dep
th (
m)
Distance (m)
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23456789
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14-Dec-99
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11-Jun-99
TransmitterReceiver
Limitations – hydrogeophysical relationships (2)
Petrophysical relationships may be site specific and also highly uncertain
West, Handley, Huang and Pokar (2002)
Volumetric moisture fraction
Relativepermittivity
Limitations – hydrogeophysical relationships (2)
Limitations – variability of sensitivity in an image
The sensitivity of the imaging varies within the image – in some areas uncertainty in the geophysical property is high – will lead to mass balance errors in tracer studies
High confidence
Low confidence
Dep
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Distance (m)
Wide borehole spacingNarrow borehole spacing
Binley, Winship and Gomez (2005)
Vadose zone tracer experiment Hatfield, UK – ERT results21-Mar-03
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15-Mar-03
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Distance (m)
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16-Mar-03
Dep
th (
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Distance (m)
Distance (m)
Distance (m)
Distance (m)
Distance (m)
Distance (m)
H-E3
H-E4
Tracer array
H-E
2H
-R2
H-R1
H-E1
H-I2
Limitations – variability of sensitivity in an image
Limitations
The sensitivity of the imaging varies within the image and is dependent on the technique and may be a function of the geophysical parameter
Day-Lewis, Singha and Binley (2005)
ERT
Radar
Limitations – variability of sensitivity in an image
Limitations – imaging artefacts
Data inversions can be strongly affected by regularisation (needed to get stable solutions)
This may lead to hydrologicallymeaningless results or may give the false impression of something hydrologicallymeaningful
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Elev
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Limitations – impact of noise on images
Data inversions are strongly affected by data and modelling noise levels and these must be characterised for accurate assessment of geophysical properties
We can ignore this for ‘anomaly hunting’ but not if we want toget quantitative information from theimages
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Elev
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Inversion of synthetic datawith 5% error added but
2% error assumed
Limitations – measurement scale
We need to ensure that measurement and model scales are comparable
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Moisture content (-)
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(a) (b)
0.08 0.12 0.16Moisture content (-)
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Dep
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(c)
Cassiani and Binley (2005)
No averagingof model values
2m averagedmodel values
5m averagedmodel values
model
Radardata
Challenges
This workshop will allow us to assess the challenges we face but here are a few to start with:
1. Better understanding of the processes that lead to some geophysical signals (e.g. IP, SP)
2. Development of multi-geophysics and hydro-geophysics data fusion techniques
3. Improved assessment of uncertainty in geophysical and hydrogeophysical results
4. Advances in techniques for large area coverage (in complex terrains) to allow better watershed characterisation