Lecture 42

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Surficial Geophysical Methods

 

 

Used to help determine the indirectly the extent and nature of geologic materials

beneath the surface of the earth.

 

Can be used to help locate/determine

  1. thickness of unconsolidated surficial methods,
  2. the depth to the water table,
  3. the location of subsurface geologic structure,
  4. the depth of basement rocks, and
  5. the magnitude and extent of some types of contaminants.

 

Direct-current electrical resistivity

 

Method with probably the greatest application to traditional hydrogeological

investigations.

 

These steps are part of the method

  1. introduce a direct current of very low frequency,
  2. introduce current through two electrodes,
  3. measure voltage between two other electrodes,
  4. compute the resistivity of the earth between the electrodes.

 

Electrical resistivity, R, is described by the following equation

 

The four electrodes used in a resistivity array are

If we call XY the distance between electrode X and Y, then we can express

the previous equation as

 

 

The resistivity calculated with the above equation is an apparent resistivity

because the resistivity of earth materials is rarely homogeneous or electrically

isotropic.

 

Electrodes can be placed in a number of different configurations depending on

what is being measured. The two most common spacings are the Wenner array

and Schlumberger array.

 

The dipole-dipole array is another spacing that is used to measure changes in

electrical properties with depth (soundings).

 

Horizontal profiling is another survey method that is used to

determine how electrical properties change laterally.

 

<insert figure 13.6 here>

 

After a number of soundings have been conducted, a plot of resistivity as a function

of electrode spacing is made on logarithmic paper to conduct interpretations.

 

<insert figure 13.7 here>

 

Electromagnetic conductivity

 

Measures the inverse of resistivity, the conductivity of earth materials.

 

Generally, pores saturated with fluid conduct current more easily than unsaturated

pores.

 

The method

  1. uses an electromagnetic field generated by a transmitter coil through which an alternating current is passed
  2. a magnetic current is generated around the coil,
  3. the coil induces an electrical field in the earth,
  4. the EM field travels through the earth depending on the materials,
  5. the EM field is measured in a passive receiver coil,
    1. changes in phase, amplitude, and orientation of the primary field are measured with time or distance.
    2. the electrical properties of the materials are inferred.

 

Advantages of method

  1. quick!
  2. no electrode insertion
  3. cheap
  4. can detect contaminants, barrels, or salt-water

 

Seismic methods

 

Seismic refraction method is best for determining the thickness of unconsolidated

material overlying bedrock.

 

1) Measure the arrival time of seismic waves at various distances

    1. Calculate the depth to bedrock assuming a velocity of the wave

 

Can have depths of penetration from a few meters to 1,000's of meters

 

Ground-penetrating radar

A relatively new method that uses pulses of electromagnetic waves in the

frequencies of 10 to 1,000 MHz.

Measures the difference in dielectric properties of different materials.

Used to locate barrels, contaminant plumes, ice thickness, overburden thickness

 

Gravity and aeromagnetic methods

 

Measure the natural gravity or magnetic properties of earth materials.

 

BOREHOLE GEOPHYSICS

 

A good companion to a lithologic well log.

 

Usually not cost effective for water-supply wells, but may be very cost

effective for monitoring wells in contaminated water or very deep water

wells.

 

Can help to meet the following specific hydrogeologic objectives

    1. Site selection - porosity, permeability, lithology, fractures,
    2. basic water quality information

    3. Site design and well location - can help to plan location of pits
    4. and trenches, locate water table(s)

    5. Evaluating well construction - interpret well construction or understand
    6. well failure

    7. Monitoring contaminant distribution - can provide continuous

5) Planning remediation program

 

Borehole techniques

 

1) Caliper logs - measures the diameter of an uncased borehole

 

In uncased, bedrock boreholes, can be used to find depth and width of fractures

 

2) Temperature logs - continuous log of fluid temperature with depth in a borehole

 

In uncased, fractured bedrock boreholes, can indicated different water

 

3) Electric and Induction methods

 

Use the electrical properties of the materials around the borehole to infer the type of

material.

 

Resistivity - use the resistance of a direct electrical current

 

Spontaneous potential - measures the natural electrical potential that develops

between the borehole and borehole fluids.

 

4) Radioactive or Nuclear methods

 

Measure of the natural radiation in a borehole.

 

Can be done in either a cased or an uncased hole.

 

Includes natural gamma, neutron and gamma-gamma radiation.

Log Selection Chart for Environmental Applications using Common Measurements

 

INFORMATION DESIRED

MEASUREMENT

   

ACOUSTIC

ELECTRIC & INDUCTION

   

Acoustic Televiewer

Acoustic Velocity D t, CBL, VDL, FWS

Induced Polarization

Multi-ecetrode Resistivity Normal, Lateral, Micro Guard Resistivity

Single Point Resistance

Spontaneous Potential

Induction (Conductivity)

  Bed/Aquifer thickness; correlation, structure

 

l

 

l

 

 

l

 

l

 

l

 

­

  Lithology - Depositional environment

 

?

 

l

 

 

l

 

l

 

l

 

­

  Shale or Clay Content    

l

l

 

l

­

  Bulk Density              
  Formation Resistivity      

l

   

­

  Injecstion/Production Profiles      

?

   

?

  Permeability estimates  

l

         
  Porosity (amount & type)

l

l

 

l

   

­

  Mineral identification    

l

       
  Potassium-Uranium-Thorium content (KUT)              
  Strike & Dip of bedding

l

           
  Fracture detection (no. of fractures), RQD

 

l

 

l

 

 

l

 

l

   
  Fracture Orientation & character

l

           
  Thin bed resolution

l

   

?

l

   
  Borehole Fluid characteristics              
  Fluid Flow          

l

 
  Formation Water Quality      

l

 

l

­

  Moisture Content - Water Sat.      

?

   

?

  Temperature  

?

         
  Water level & water table

l

l

 

l

l

l

?

  Casing evaluation

Integrity, leaks, damage, Screen location

 

n

 

n

       

?

  Deviation of borehole              
  Diameter of borehole

l

           
  Examination behind casing  

l

       

­

  Location of debris in well

l

           
  Well completion evaluation e.g.

Cement Bond, Seal location, Grout location

 

 

?

 

 

n

       

 

 

­

 

Log Selection Chart for Environmental Applications using Common Measurements

 

INFORMATION DESIRED

MEASUREMENT

   

FLUID LOGS

RADIOACTIVE or NUCLEAR

   

Flow Meter

Fluid Resistivity

Fluid Sampler

Temperature, Differential Temp.

Gamma-Gamma Denisty

Gama

Neutron

Spectral Gamma

  Bed/Aquifer thickness; correlation, structure        

 

D

 

v

 

D

 

v

  Lithology - Depositional environment        

 

D

 

v

 

D

 

v

  Shale or Clay Content        

D

v

D

v

  Bulk Density        

D

     
  Formation Resistivity                
  Injecstion/Production Profiles

o

o

 

o

D

 

D

 
  Permeability estimates

o

o

 

o

 

v

   
  Porosity (amount & type)        

D

 

D

 
  Mineral identification        

D

   

v

  Potassium-Uranium-Thorium content (KUT)              

v

  Strike & Dip of bedding                
  Fracture detection (no. of fractures), RQD                
  Fracture Orientation & character                
  Thin bed resolution                
  Borehole Fluid characteristics

?

o

o

o

       
  Fluid Flow

o

o

 

o

       
  Formation Water Quality    

o

         
  Moisture Content - Water Sat.        

D

 

D

 
  Temperature      

o

       
  Water level & water table  

o

 

o

D

 

D

 
  Casing evaluation

Integrity, leaks, damage, Screen location

 

n

   

 

n

       
  Deviation of borehole                
  Diameter of borehole                
  Examination behind casing        

D

 

D

 
  Location of debris in well                
  Well completion evaluation e.g.

Cement Bond, Seal location, Grout location

       

 

 

D

 

 

v

 

 

D

 

 

 

Log Selection Chart for Environmental Applications using Common Measurements

 

INFORMATION DESIRED

MEASUREMENT

   

OTHER METHODS

   

Borehole Video

Caliper

Casing Collar Locator

Deviation

  Bed/Aquifer thickness; correlation, structure

G

v

   
  Lithology - Depositional environment

 

G

 

v

   
  Shale or Clay Content        
  Bulk Density        
  Formation Resistivity        
  Injecstion/Production Profiles        
  Permeability estimates        
  Porosity (amount & type)        
  Mineral identification        
  Potassium-Uranium-Thorium content (KUT)        
  Strike & Dip of bedding

G

   

v

  Fracture detection (no. of fractures), RQD

G

v

   
  Fracture Orientation & character

G

   

v

  Thin bed resolution

G

v

   
  Borehole Fluid characteristics        
  Fluid Flow

G

     
  Formation Water Quality        
  Moisture Content - Water Sat.        
  Temperature        
  Water level & water table

G

     
  Casing evaluation

Integrity, leaks, damage, Screen location

 

u

 

v

 

 

 

  Deviation of borehole      

v

  Diameter of borehole  

v

   
  Examination behind casing        
  Location of debris in well

u

v

v

 
  Well completion evaluation e.g.

Cement Bond, Seal location, Grout location

       

Key to Symbols

 

u = Clear Fluid or Dry Cased Hole

v = No Restrictions

G = Clear Fluid or Dry Open Hole

= Steel Casing Only

D = Active Nuclear Log to be Run in Stable Holes

n = Cased Fluid-Filled Hole

o = Screened or Open Fluid-Filled Hole

? = Possible Applications

l = Open Fluid-Filled Hole Only

­ = Open or Non-Conductive Cased Holes, Dry or Fluid Filled

 

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