Underground Water Mains Leak Detection in Bexleyheath

A underground mains leak in Bexleyheath was located using flow metering, pressure testing, tracer gas, acoustic correlation, and visual inspection, with water mains leak detection confirming the fault and allowing targeted excavation without unnecessary disruption. Found by engineer Mark Jones.

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Facts

LocationBexleyheath
CountyGreater London
Leak TypeWater Mains Leak Detection
Property TypeResidential property
Detection MethodFlow Metering, Pressure Testing, Tracer Gas, Acoustic Correlation, Visual Inspection
OutcomeLead pipe leak located at property boundary, pipe replaced.

Symptoms

front lawn adjacent to property boundary wall before leak detection works started

When the engineer arrived and conducted a meter test, the live leak rate measured 60 litres per hour — well above the reported figure. Visible pooling of water was noted close to the water meter and property boundary, while the surrounding pavement remained completely dry.

This localised saturation was an early indicator that the leak origin was near the boundary. Water mains leak detection work of this kind, where the reported rate and the measured rate differ significantly, often points to a developing fault that has worsened since the initial report.

Key Symptom
Meter test on arrival recorded a leak rate of 60 litres per hour, with excess water pooling near the meter and property boundary while the rest of the pavement was dry.

Methods Used

hydrogen tracer gas cylinder connected to kitchen supply pipework during leak detection

Tracer gas reached the leak area within five minutes of introduction and was detected in the lawn adjacent to the property boundary, on the opposite side of the boundary wall from the external meter. The area was excavated to expose the pipework.

This revealed a lead pipe running under the boundary wall and connecting to a 15mm mains copper pipe — a common configuration in older properties. A leak was confirmed on the lead section.

Following the repair, a retest identified a further leak on the pipe outside the property boundary, which falls under the water company's responsibility.

Flow Metering. Used on arrival to measure the live leak rate, which registered at 60 litres per hour — significantly higher than the 22 litres per hour reported by the water company.

Pressure Testing. Confirmed an active leak was present on the supply system before tracer gas was introduced.

Tracer Gas. Introduced into the water supply system and detected in the lawn adjacent to the property boundary within five minutes, pinpointing the leak location for excavation.

Acoustic Correlation. Applied to the pipework to assist in assessing the leak signal along the supply line between the meter and the property.

Visual Inspection. Identified excess water pooling at the meter and boundary on arrival, and confirmed the exposed lead pipe condition and leak point following excavation.

Investigation Process

  1. 1
    Meter test on arrival

    A flow meter test was carried out immediately on arrival. This recorded a live leak rate of 60 litres per hour, higher than the 22 litres per hour figure reported by the water company.

  2. 2
    Visual observation of pooling

    Excess water was noted close to the water meter and property boundary. The surrounding pavement was dry, focusing attention on the boundary area as the likely leak zone.

  3. 3
    Pressure testing

    Pressure testing was carried out on the supply system to confirm an active loss and establish baseline conditions before tracer gas introduction.

  4. 4
    Tracer gas introduced

    Hydrogen tracer gas was introduced into the water supply system. The gas reached the leak area within five minutes.

  5. 5
    Gas detected in lawn

    Tracer gas was detected in the lawn adjacent to the property boundary, on the opposite side of the boundary wall from the external meter, identifying the precise area for excavation.

  6. 6
    Excavation and pipe inspection

    The lawn area was excavated to expose the water pipe. A lead pipe was found running under the boundary wall and connecting to a 15mm mains copper pipe. The leak was confirmed on the lead section.

  7. 7
    Lead pipe replaced

    The lead pipe was replaced up to the property boundary using 20mm MDPE blue water mains pipe, connected with two Universal Transition Couplings.

  8. 8
    Retest and further leak identified

    Following the repair, the system was retested. A further leak was indicated on the pipe outside the property boundary. The customer was advised to contact the water company to carry out the repair on the external section.

Result & Outcome

leak located at corroded lead water pipe in waterlogged excavation below front lawn

The combination of flow metering, tracer gas, and targeted excavation meant the fault was located and repaired without unnecessary disruption. The measured leak rate of 60 litres per hour has been eliminated on the customer's section of pipe, and the outstanding external leak has been formally flagged to the water company.

Completed by Mark Jones, leak detection engineer at ADI Leak Detection.

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