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Parametric pipe detection on the urban site Sense-City using Ground-Penetrating Radar (GPR)

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HAL Id: hal-01615713

https://hal.archives-ouvertes.fr/hal-01615713

Submitted on 12 Oct 2017

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Parametric pipe detection on the urban site Sense-City

using Ground-Penetrating Radar (GPR)

Florence Sagnard, Christophe Norgeot, Xavier Derobert, Vincent Baltazart,

Erick Merliot, François Derkx, Bérengère Lebental

To cite this version:

Florence Sagnard, Christophe Norgeot, Xavier Derobert, Vincent Baltazart, Erick Merliot, et al.. Parametric pipe detection on the urban site Sense-City using Ground-Penetrating Radar (GPR). EGU European Geosciences Union General Assembly 2016, Apr 2016, Vienna, Austria. EGU -European Geosciences Union General Assembly 2016, 1p, 2016. �hal-01615713�

(2)

www.

ifsttar

.fr

(b) depth 21.8 cm

T2

T6

(a) depth 15 cm

Objectives

-

Mapping the underground in a urban landscape with a non-destructive technique

using electromagnetic waves to detect

dielectric discontinuities

- Parametric detection

of dielectric and conductive utilities with relative small diameters buried in different types of soils

(nature, composition, moisture content) using

ground-coupled

georadars

at several frequencies

in the band

[0.3;4] GHz

- Development of signal and image processing techniques

for clutter removal, hyperbola detection and fitting, object and

soil characterization

Experiments in the test site Sense-city

Measurements in the pipe area

Interpretation using migration

Parametric pipe detection on the urban site Sense-City

using Ground-Penetrating Radar (GPR)

F. Sagnard

1

, Ch. Norgeot

2

, X. Derobert

1

, V. Baltazart

1

, E. Merliot

1

, F. Derkx

1

, B. Lebental

1

1

COSYS, University Paris-Est, Champs-sur-Marne, France

2

MDS, Paris, France

y (mm)

transmitter

receiver

0

~32 cm

~104 cm

~173 cm

~204 cm

70 cm

20 cm

~320 cm

~386.5 cm

~396.5 cm

T1

T2

T3

T4

T5

T6

30 cm

70 cm

d1=6.3 cm

20 cm

20 cm

d2=6 cm

30 cm

PVC air

hollow

metal

30 cm

50 cm

PVC air

d1=6.3 cm

12 cm

10 cm

PVC

air/water

PVC air

PVC air

4.5 cm

20 cm

reference

A cut view of the pipe zone

(e) depth 33.4 cm

T4

Migration 3D at 800 MHz

(

e

’=12.75)

• Images of the pipe zone using 3 different GPR systems (SIR 3000, Utility scan with 2

frequencies, radar FMCW) at the following nominal frequencies :

− 500 MHz, 900 MHz, 1600 MHz

− 300 et 800 MHz (double frequencies)

− [50 MHz;4 GHz] (FMCW, 2 polarizations)

• T5 at depth 54.5 cm : air-filled not detected in the polarization TM, water-filled better

detected in the polarization

• 900 MHz appears the best frequency in the compromise between resolution and

penetration

Sub-surface probing using GPR

Mapping the urban underground

zone with buried

objects

General view of the mini-city test bed

area

w

ith

ou

t

ob

jects

area

w

ith

ob

jects

4000

m

5000

m

grass

asphalt

central recording line

area with pipes

area with blades

central recording line

sidewalk

Top views

20 cm

19 cm

30 cm

20 cm

10 cm

20 cm

50 cm

30 cm

20 cm

10 cm

15 cm

1 horizontal conductor 1 vertical conductor dielectric foam dielectric foam dielectric foam trench only trench only conductor PVC PVC PVC PVC

T1

T6

T1

T6

Distribution of the buried pipes/blades

10 cm

2 ou 3 cm

1 cm

5 cm

6.3 cm PVC

6 cm conductor

4.5 cm

8 cm

Geotextile

(thin discontinuity)

22 cm

asphalt

backfill/cement

natural soil

natural soil

Layer 1

Layer 2

Layer 3

Layer 4

z=0

Structure of the subsurface

Buried objects

Commercial GPR systems

operating in the time domain

500 MHz (SIR 3000)

Double frequency 300-800 MHz

(UtilityScan DF)

Laboratory-made GPR system

operating in the frequency domain

(FMCW)

Polarization TM

E

Polarization TE

E

Measurements in the time domain

Layer 1

Layer 2

0.

6

ns

1.2 ns

geotextile

Soil characterization at 900 MHz

(with linear gain,

D

y~1 cm)

Layer 3b

Layer 3

Layer 4

T6 T3 T1 T2 T5 16.3 0.8 4 6.7 17.2 geotextile layer 0.6 2 6.2 14.5 T4

Pipe radargram (with linear gain)

500 MHz (

D

y~1 cm)

900 MHz

T6

T3

T1

T2

T4

T5

16.

3

0.8

7

4.3

6

2.9

geotextile

layer

Measurements in the frequency domain

T3

T2

T4

T6

T1

geotextile

layer

air

filled

metal

metal

T3

T2

air wave

T6

T4

air filled

geotextile

layer

Radargrams at 900 MHz (with gain)

TE polarization (

D

y=4 cm)

TM polarization

water-filled

water-filled

air-filled

air-filled

800 MHz (with gain

)

800 MHz (time zero correction

and migration

e

’=12.75)

T1

T2

T3

T4

T5

T6

400

400

T1

T2

T3

T4

T5

T6

geotextile

layer

(d) depth 24.8 cm

T3

T1

(c) depth 23.6 cm

(f) depth 49.4 cm

T5

e

’=4

e

’=6.9

e

’=36

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