ground penetrating radar · basic theory applications]]]]] ... ground penetrating radar gpr data...

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GROUND PENETRATING RADAR In Ground Penetrating Radar (GPR) surveys, electromagnetic waves of frequencies between 50MHz and 2.5GHz are transmitted into the ground or a structure. This energy is reflected back to the surface when it encounters significant contrasts in dielectric properties. The receiver measures the variation in the strength of the reflected signals with time. The resulting profile is called a 'scan' and is a one-dimensional representation of the subsurface beneath the antenna. To build up a two dimensional section of the subsurface (a radargram), the antenna is traversed across the surface to collect a number of adjacent scans. Conversions to depth sections may be made providing there is sufficient information regarding the dielectric properties of the material(s) surveyed. A radio wave transmitter (T ) located at the surface is used to generate a short (<20ns) pulse of radio waves which penetrate into the subsurface. Some of the energy carried by these waves is transmitted to greater and greater depths, while some of the energy is reflected back towards the surface receiver (R ) whenever a contrast in dielectric properties is encountered. The amount of energy reflected is dependent on the contrast in electrical properties encountered by the radio waves. Data can be processed and presented as individual radargrams (see ). These are essentially two- dimensional cross sections of the sub surface. Modern software now enables stacking of adjacent radargrams and the construction of three-dimensional data cubes. Horizontal slices (or “time slices”) through the data at the desired depth enables visualisation of the reflection strength across the survey area. This is an invaluable approach in the detection and tracing of linear targets (e.g pipes and walls) and complex three dimensional buried structures. X X below Basic Theory Applications ] ] ] ] ] ] ] ] Construction details (e.g., location of buried foundations and basements, slab thickness, reinforcement placement, void detection, locating beams, bridge deck surveys, floor surveys) Depth to bedrock Depth to water table Locating fractures, sinkholes or cave systems Locating underground storage tanks and buried drums Archaeology (e.g., location of graves and artifacts) Mapping and monitoring groundwater pollution Locating below ground services Reflected signal Transmitted signal A range of GPR antennae of different frequencies ( ). The versatility of GPR means that the radar antennae can be handheld, pushed on a cart or pulled across the ground. The type of GPR equipment is selected depending on the target object and site conditions. above T x R x Radar antennae In this GPR study of a petrol station ( ), the location of a buried underground storage tank (UST) is clearly identified by a characteristic high amplitude reflection (top of which is labelled ) above A A A For further information, visit us at www.rsk.co.uk or contact: George Tuckwell: [email protected] (Tel: +44 (0)1442 416656)

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Page 1: GROUND PENETRATING RADAR · Basic Theory Applications]]]]] ... GROUND PENETRATING RADAR GPR Data Examples - Buried Utilities and Voided Ground 5 400MHz radar data collected over a

GROUND PENETRATING RADAR

In Ground Penetrating Radar (GPR) surveys,electromagnetic waves of frequencies between50MHz and 2.5GHz are transmitted into the ground ora structure. This energy is reflected back to thesurface when it encounters significant contrasts indielectric properties.

The receiver measures the variation in the strength ofthe reflected signals with time. The resulting profile iscalled a 'scan' and is a one-dimensionalrepresentation of the subsurface beneath theantenna. To build up a two dimensional section of thesubsurface (a radargram), the antenna is traversedacross the surface to collect a number of adjacentscans. Conversions to depth sections may be madeproviding there is sufficient information regarding thedielectric properties of the material(s) surveyed.

A radio wave transmitter (T ) located at the surface is

used to generate a short (<20ns) pulse of radio waveswhich penetrate into the subsurface. Some of theenergy carried by these waves is transmitted togreater and greater depths, while some of the energyis reflected back towards the surface receiver (R )

whenever a contrast in dielectric properties isencountered. The amount of energy reflected isdependent on the contrast in electrical propertiesencountered by the radio waves.

Data can be processed and presented as individualradargrams (see ). These are essentially two-dimensional cross sections of the sub surface. Modernsoftware now enables stacking of adjacent radargramsand the construction of three-dimensional data cubes.Horizontal slices (or “time slices”) through the data atthe desired depth enables visualisation of the reflectionstrength across the survey area. This is an invaluableapproach in the detection and tracing of linear targets(e.g pipes and walls) and complex three dimensionalburied structures.

X

X

below

Basic Theory

Applications]

]

]

]

]

]

]

]

Construction details (e.g., location of buried foundations and basements, slab thickness, reinforcementplacement, void detection, locating beams, bridge deck surveys, floor surveys)Depth to bedrockDepth to water tableLocating fractures, sinkholes or cave systemsLocating underground storage tanks and buried drumsArchaeology (e.g., location of graves and artifacts)Mapping and monitoring groundwater pollutionLocating below ground services

Reflected signalTransmitted signal

A range of GPR antennae of different frequencies ( ).The versatility of GPR means that the radar antennae can behandheld, pushed on a cart or pulled across the ground. Thetype of GPR equipment is selected depending on the targetobject and site conditions.

above

Tx Rx

Radar antennae

In this GPR study of a petrol station ( ), the location of aburied underground storage tank (UST) is clearly identified by acharacteristic high amplitude reflection (top of which is labelled )

above

A

AA

For further information, visit us at www.rsk.co.uk or contact:George Tuckwell: [email protected] (Tel: +44 (0)1442 416656)

Page 2: GROUND PENETRATING RADAR · Basic Theory Applications]]]]] ... GROUND PENETRATING RADAR GPR Data Examples - Buried Utilities and Voided Ground 5 400MHz radar data collected over a

An example of high frequency (1.5GHz) radar data collected over a concrete slab

Individual rebar are identifiable from their triple hyperbolic diffractions.The maximum depth of investigation here is approximately 300mm.

9

0 1 2 3 4 5 6 7 8m

0

100

200

300

Metal reinforcementDepth to rebarfrom slab surface

Depth

(m

m)

An example of mid frequency radar data collected on a pavement over basements in London

Depth

(m

)

Likely base of slab

Pavement surface

Strong negative reflection atbrick-air interface indicatingroof of underground vaultedbasement structures

1

2

Slabsurface

GROUND PENETRATING RADARD

epth

(m

)

2m

Direction of Data Collection

South North

PATH

An example of mid frequency (400MHz) radar data collected over a former churchyard3

AB

BB

Lower amplitude reflectionsindicative of thickerstone - shows possiblefoundations of former church

Ground surface

Higher amplitudeconcave anomaly showingpossible filled inchurch vaults

A

B

2m

GPR Data Examples - Structures, Basements and Foundations

For further information, visit us at www.rsk.co.uk or contact:George Tuckwell: [email protected] (Tel: +44 (0)1442 416656)

Page 3: GROUND PENETRATING RADAR · Basic Theory Applications]]]]] ... GROUND PENETRATING RADAR GPR Data Examples - Buried Utilities and Voided Ground 5 400MHz radar data collected over a

400MHz radar data collected over a buried pipe4

GROUND PENETRATING RADAR

GPR Data Examples - Buried Utilities and Voided Ground

400MHz radar data collected over a badger sett5

De

pth

(m

)Direction of Data Collection

1m

SOUTH

NORTHGrassed surface

VOID

400MHz radar data collected along astreet showing buried services

6

Key Features

High amplitude, narrowhyperbolic reflectorindicative of metal pipe

High amplitude,multiple reflectorsindicative of service ducts.

1

2

3

4 Buried metalinspection cover

Road surface

EASTWEST

Direction of Data Collection

2m

23/25 New End (public house)

1

23 4

Depth

(m

)

Low frequency (200MHz)radar data collected along a

road to detect possiblevoided ground or faulted

ground associated with cavesin the limestone bedrock

7

255.0

250.0

0 10 20 300 10 20 30

245.0

Ele

vation (

mA

OD

)

Ch31325m

Anticipated cave area

Retaining wall

EASTBOUND LANE

For further information, visit us at www.rsk.co.uk or contact:George Tuckwell: [email protected] (Tel: +44 (0)1442 416656)