Ground penetrating radar
| Ground penetrating radar | |
| Type | Geophysical survey method |
|---|---|
| Abbreviation | GPR |
| Detects | Buried objects and interfaces, not leaks |
| Standard | PAS 128 (underground utility detection) |
| Principal limit | Attenuation in clay and saturated ground |
Ground penetrating radar is a geophysical method that transmits short pulses of electromagnetic energy into the ground and records the energy reflected back from buried objects and from interfaces between materials of differing electrical properties. In water work it is used to establish where a pipe runs and how deep it lies rather than to find a leak. PAS 128 specifies detection, verification and location of underground utilities and sets out survey quality levels.[1]
Principle[edit]
An antenna transmits a pulse and a receiver records reflections. A reflection occurs wherever the dielectric permittivity changes, which includes the boundary between soil and a pipe, between soil and a void, and between soil and a body of water. Successive traces collected along a line are assembled into a cross-section, in which a buried pipe crossing the survey line appears as a hyperbola rather than as a pipe-shaped object.
Depth is derived from the two-way travel time and an assumed propagation velocity for the ground. That velocity varies with moisture content, so depth estimates are approximate unless calibrated against a known target.
Use alongside leak detection[edit]
GPR does not detect leaks. Its value is that it establishes the pipe route, which is often the precondition for the methods that do: correlation needs the distance between sensors along the actual route, acoustic sounding needs to be carried out over the pipe, and excavation needs to be in the right place.
It can also show features associated with a leak rather than the leak itself, such as a washed-out void or a zone of saturation, but these are secondary indications and are not diagnostic on their own.
Limitations[edit]
Performance depends heavily on ground conditions. Clay soils and saline or heavily saturated ground attenuate the signal severely and can reduce useful penetration to very little. Reinforced concrete produces strong reflections from the reinforcement that mask what lies beneath. Dense arrangements of services produce overlapping reflections that are difficult to separate.
PAS 128 addresses this by defining survey quality levels, so that a result is reported with the confidence the method actually achieved rather than as a single location.[1]
Not used by ADI Leak Detection[edit]
Ground penetrating radar does not appear anywhere in ADI Leak Detection's published material. It is not among the six detection technologies the company publishes, it is not named against any of its nine service lines, and it does not appear on any of the 22 published engineer profiles.[2][3]
The article is carried here because utility location is part of the wider discipline and because the reason it matters — that a buried plastic pipe cannot be traced electromagnetically — applies directly to the MDPE supply pipes ADI's engineers work on. Where ADI needs a pipe route on those, its published methods are acoustic and tracer gas rather than radar.
See also
- ADI Leak Detection
- Leak noise correlation
- Water leak detection
- Supply pipe
- Service pipe
- CCTV drainage survey
References
- abPAS 128: Specification for underground utility detection, verification and location. BSI. Retrieved 2026-09-05
- ^About ADI Leak Detection. ADI Leak Detection (primary source). Retrieved 2026-09-05
- ^Meet Our Leak Detection Engineers. ADI Leak Detection (primary source). Retrieved 2026-09-05