Underground Water Mains Leak Detection in Brackley

An underground mains leak in Brackley was located using acoustic correlation, tracer gas, visual inspection, and sectional isolation, with the acoustic-led approach proving decisive in this water mains leak detection job where multiple underground services were present. Found by engineer Adam Regan.

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Facts

LocationBrackley
CountyNorthamptonshire
Leak TypeWater Mains Leak Detection
Property TypeResidential property
Detection MethodAcoustic Correlation, Tracer Gas, Visual Inspection, Sectional Isolation
OutcomeUnderground mains leak located and repaired, corroded steel pipe replaced.

Symptoms

external concrete pathway over underground mains supply before leak detection works

The property in NN13 had a suspected leak on the external mains supply. Initial conditions complicated matters from the outset: the road stopcock, which had not been updated by the water company, was found to have water present around the head, suggesting the gland nut was weeping.

When this was shut off to aid investigation, an outside tap was removed to allow further isolation but the stop valve on this had failed and was letting water by, meaning the supply could not be fully isolated.

Key Symptom
Water was flowing from beneath the steel mains pipework, with visible corrosion through in two separate locations where the leak was active.

Methods Used

cracked clay drain pipe exposed in excavation during leak detection survey

Once the concrete was broken out and the ground exposed, the steel mains pipe was uncovered between a gas pipe to the right and a drain to the left. Water was found flowing from beneath the pipe.

The steel was cut out at the leak location and inspected at both ends. Although the pipe was generally in good condition, it had corroded through at two distinct points where the leak was occurring.

Acoustic Correlation. Detected acoustic anomalies approximately two metres from the drain cover, pinpointing the dig location on the external mains pipe.

Tracer Gas. Used as part of the detection methodology on the external mains supply to assist in confirming the leak zone.

Visual Inspection. Confirmed water flowing from beneath the exposed steel pipe and identified two corrosion points where the pipe had failed.

Sectional Isolation. Attempted to isolate the supply at multiple points, revealing that the road stopcock and an internal stop valve had both partially failed, complicating the investigation.

Investigation Process

  1. 1
    Road stopcock shut off

    The road stopcock was closed as the first isolation step. Water was noted around the head, indicating a weeping gland nut on this fitting, which had not been replaced by the water company.

  2. 2
    Outside tap removed; stop valve failure identified

    The outside tap was removed to allow further investigation, but the associated stop valve was found to be letting by, preventing full isolation of the supply.

  3. 3
    Acoustic testing carried out

    Acoustic correlation was deployed along the external mains route. Anomalies were detected approximately two metres from the drain cover.

  4. 4
    Concrete broken out and ground exposed

    Excavation began at the acoustic target area. The gas pipe was located to the right and the drain to the left, with constant water coming up from the ground during digging.

  5. 5
    Drain condition noted

    An 18-inch section of drain was visible with a crack present. The water company advised the drain is misaligned; this was observed but was not confirmed as the source of the water.

  6. 6
    Steel mains pipe exposed and leak confirmed

    The steel mains pipe was uncovered with water clearly flowing from beneath it. Two corrosion-through points were identified on the pipe where it had failed.

  7. 7
    Steel pipe cut out and repaired

    The corroded section was cut out, the steel cleaned up at both ends, and the repair carried out using specialist UTC repair fittings and 25mm MDPE.

Result & Outcome

new 25mm MDPE pipe with UTC repair fittings installed in trench as repair completed

The corroded section of steel was cut out and replaced using specialist UTC repair fittings and 25mm MDPE pipe. The steel at both cut ends was in acceptable condition, confirming the corrosion was localised to the leak area. For a water mains leak detection job of this nature — where isolation is partially compromised and multiple underground services are present — the acoustic-led approach was the decisive factor in keeping groundworks controlled.

Completed by Adam Regan, leak detection engineer at ADI Leak Detection.

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