APPARATUS AND METHOD FOR NON-INVASIVE REAL-TIME SUBSOIL INSPECTION

• US 20140145723A1
• Filed: 07/20/2011
• Published: 05/29/2014
• Est. Priority Date: 07/20/2011
• Status: Active Grant

• Current Assignee: SIRTI TELCO INFRASTRUCTURES S.P.A
• Original Assignee: Sirti SPA (HIIT Holding Italiana Investimenti Tecnologici SPA)
• Inventors: Di Buono, Nicola, Cottino, Edoardo
• Granted Patent: US 9,575,200 B2
• Time in Patent Office: Days
• US Class Current: 324/329
• CPC Class Codes: G01V 3/12 operating with electromagnetic waves operating with millimetre waves G01V8/005

Abstract

An apparatus for non-invasive subsoil inspection used for verifying the presence of any underground facilities includes a mobile support structure (2) which can be moved in at least one horizontal direction and which supports antennas (A) adapted to transmit an electromagnetic signal towards the soil and to receive the response echoes. An electronic processing unit is adapted to analyze the data acquired by the antennas and to reconstruct an image of the subsoil portion scanned by the machine.

Claims

1. Apparatus for non-invasive subsoil inspection, for verifying a presence of any underground facilities, comprising:

a mobile support structure moveable in at least one horizontal direction, and which supports a plurality of antennas for transmitting an electromagnetic signal towards the soil and for receiving response echoes, and

an electronic processing unit for analyzing the data acquired by said antennas and for reconstructing an image of the subsoil portion scanned by the machine,

said antennas comprising;

a first group of antennas including at least one row of antennas with vertical polarization, for detecting any underground facilities arranged transversely to a direction of forward motion of the apparatus,

a second group of antennas including at least two rows of antennas with horizontal polarization, for detecting any underground facilities arranged longitudinally with respect to the direction of forward motion of the apparatus.

2. The apparatus according to claim 1, wherein the rows of antennas have vertical polarization for detecting any underground facilities orthogonal to the direction of forward motion of the apparatus.

3. The apparatus according to claim 1, further comprising a display for displaying said images of the scanned subsoil portion.

4. The apparatus according to claim 1, wherein said processing unit comprises a storage medium wherein both the measurements taken by the antennas and the reconstructed images can be stored.

5. The apparatus according to claim 1, further comprising a georeferencing device adapted to associate a position according to satellite coordinates with each scan performed by the antennas.

6. The apparatus according to claim 1, wherein the detection is carried out at a same instant by all the antennas, and the processing unit receives the signals from all the antennas simultaneously and returns an indication of the presence or absence of an underground facility in real time, in the three spatial planes.

14. Apparatus according to claim 1, wherein said processing unit comprises an identification algorithm implemented through a neural network.

15. The process of using the apparatus according to claim 14, comprising conducting stratigraphic subsoil analyses.

7. Method of non-invasive subsoil inspection for verifying a presence of any underground facilities through an apparatus comprising a mobile support structure moveable in at least one horizontal direction and which supports a plurality of antennas for transmitting an electromagnetic signal towards the soil and to receive return echoes, and an electronic processing unit for analyzing the data acquired by said antennas and for reconstructing an image of the subsoil portion scanned by the machine;

the method comprising the following steps;

a) for each antenna, sending said electromagnetic signal towards the soil at different speeds of propagation within a predetermined range,

b) detecting the return echoes of said signals sent at different speeds,

c) for each antenna, selecting a speed of propagation for which the return echo is maximized,

d) comparing said maximum values of the return echoes among the antennas.

8. The method according to claim 7, wherein said antennas are organized into groups, wherein a first group of antennas is for detecting any transverse underground facilities and a second group of antennas is for detecting any longitudinal underground facilities, and wherein in step d) the echoes of the antennas belonging to the same group are compared.

9. The method according to claim 7, wherein the second group of antennas comprises at least two rows of antennas, wherein the antennas in each row have horizontal polarization, for detecting any underground facilities arranged longitudinally with respect to the direction of forward motion of the apparatus, and wherein the comparison of step d) takes place between the antennas of one row and the antennas of the next row.

10. The method according to claim 7, wherein after step d) the following steps are carried out in real time:

e) verifying the presence of an underground facility,

f) displaying said underground facility on the display in a georeferenced position.

11. The method according to claim 10, wherein the underground facility is displayed by a target having a predetermined color placed in the georeferenced position.

12. The method according to claim 11, wherein visualization takes place in real time with respect to the detection.

13. The method according to claim 7, wherein the apparatus performs a non-invasive excavation assay by a plurality of parallel longitudinal passes and an initial self-alignment algorithm, so as to carry out detections over a predetermined area without needing any mechanical supports.