Field Permeability Testing (Lefranc/Lugeon) in Bath

Specifying a soakaway depth in Bath without a Lefranc test is a gamble that backfires the moment the first heavy rainfall hits. We have seen attenuation tanks installed in what looked like competent limestone only to find they sat directly above a fissured zone draining into the Avon valley within hours. The local geology here is deceptive: the Great Oolite and Inferior Oolite formations that underpin much of the city are riddled with solution features, cavities, and variable joint spacing that make desk-study permeability assumptions worthless for infiltration design. Our team runs both the Lefranc test in soil and weathered horizons and the Lugeon test in bedrock boreholes to quantify hydraulic conductivity under the exact groundwater conditions present on your site, feeding directly into drainage strategies that satisfy Lead Local Flood Authority requirements for Bath and North East Somerset.

A single Lugeon test in fractured Bath stone can reveal a 100-fold permeability contrast across less than two metres of borehole depth.

Service characteristics in Bath

A recent project on the southern slopes above Widcombe required permeability profiling for a three-storey basement cut into the Fuller’s Earth and underlying oolitic limestone. The developer initially assumed a blanket 1x10⁻⁵ m/s value from a generic desk study, but the borehole investigation told a different story: we encountered a highly fractured zone at 6.5 metres depth where the Lugeon value jumped two orders of magnitude, indicating a preferential flow path toward the River Avon. This kind of variability is why we insist on direct measurement. The test procedure follows BS 5930:2015 Section 25, using either constant-head or falling-head configurations depending on the expected permeability range. In the Lefranc method we isolate the test section with a packer, saturate the cavity, and record flow rates at steady state; the Lugeon variant applies five pressure steps to assess fracture dilation and infilling behaviour. For projects where groundwater control extends beyond the excavation phase, we integrate results with a deep excavation monitoring plan and often recommend grouting trials when curtain injection is needed to reduce inflows below the 0.5 L/s threshold that triggers environmental permits in the Avon catchment.
Field Permeability Testing (Lefranc/Lugeon) in Bath
Field Permeability Testing (Lefranc/Lugeon) in Bath
ParameterTypical value
Test methods employedLefranc (soil and weathered rock); Lugeon (bedrock, packer-isolated)
Applicable standardBS 5930:2015+A1:2020, Section 25; Eurocode 7 (BS EN 1997-2)
Borehole diameter range76 mm to 146 mm (NX to PQ core holes)
Pressure steps (Lugeon)5 stages (0.5, 1.0, 1.5, 1.0, 0.5 MPa typical)
Hydraulic conductivity range1x10⁻⁸ to 1x10⁻³ m/s detectable
Test zone length0.5 m to 2.0 m, selected from core log and televiewer
Reporting outputLugeon value (Lu), K (m/s), flow log, pressure-flow curves

Critical ground factors in Bath

Bath’s position along the river corridor creates a permeability regime that shifts dramatically with season and elevation. The water table in the alluvial gravels near Green Park can sit within 1.5 metres of ground level during winter, while the limestone plateaux around Lansdown may remain unsaturated across the full investigation depth even after prolonged rainfall. Performing a permeability test in partially saturated rock without recognising the influence of air entrapment on flow readings produces Lugeon values that underestimate the true mass hydraulic conductivity by a factor of three or more. We counter this by extending pre-test saturation periods and running at least one repeat cycle at the target pressure to check for stabilisation. In flood-risk zones along the Avon, where Environment Agency consent conditions often require demonstrating that infiltration will not exacerbate off-site groundwater levels, the difference between a 2-litre and a 20-litre per minute acceptance rate can determine whether a project proceeds to construction or returns to redesign. Complementing the permeability campaign with a slope stability assessment is standard practice where deep drainage will alter pore-pressure regimes in the valley-side colluvium.

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Applicable standards: BS 5930:2015+A1:2020 – Code of practice for ground investigations (Section 25: In-situ permeability testing), BS EN 1997-2:2007 (Eurocode 7) – Ground investigation and testing, BRE Digest 365 – Soakaway design (infiltration rate derivation and design methodology), CIRIA C748 (2014) – Guidance on the use of Lugeon tests for engineering in rock

Our services


Our Bath team delivers the complete permeability investigation sequence, from borehole drilling through packer testing to geotechnical interpretation and drainage design input.

Borehole Lefranc testing

Variable-head and constant-head tests in soil and weathered rock, with test section isolation via pneumatic packer. Includes pre-test slug testing to determine appropriate flow rate and duration parameters.

Lugeon packer testing in bedrock

Five-stage pressure testing in NQ and PQ boreholes, interpreted using Houlsby’s method to classify fracture aperture, infilling, and dilation behaviour. Acoustic televiewer logging often paired to correlate flow zones with fracture orientation.

Soakaway infiltration rate reporting

BRE Digest 365-compliant calculations converting field permeability to design infiltration rates, with groundwater mounding analysis where multiple soakaways are proposed in close proximity.

Quick answers

What is the difference between a Lefranc test and a Lugeon test?

The Lefranc test measures permeability in soil and weathered rock by injecting water into an open cavity below the casing, typically under a single or stepped constant head. The Lugeon test is designed specifically for fractured bedrock: a packer isolates a short section of borehole, and water is injected at five incrementally increasing then decreasing pressure steps to evaluate how fractures open, close, or wash out under hydraulic load. The Lugeon value (1 Lu = 1 litre per metre per minute at 1 MPa) characterises rock mass permeability, while the Lefranc test yields a direct hydraulic conductivity K in metres per second.

How much does a field permeability test cost in Bath?

For a single Lefranc test or a Lugeon packer test at one depth interval in a Bath borehole, budget between £470 and £770, depending on borehole diameter, test depth, and whether a televiewer survey is included. A full multi-depth campaign across several boreholes will scale accordingly. The price covers the technician crew, packer equipment, calibrated flowmeter, data logging, and the geotechnical report with BRE Digest 365 soakaway calculations where required.

How many Lugeon tests do I need for a soakaway design in Bath?

BRE Digest 365 recommends at least one test per soakaway location, with the test zone centred at the proposed invert depth. In Bath’s variable limestone, we typically run two to three tests per borehole at different depths to capture vertical permeability contrasts, especially where the proposed infiltration surface spans a contact between weathered and competent rock. For sites larger than 0.5 hectares, a minimum of three boreholes with multi-depth testing is usual to satisfy the Lead Local Flood Authority.

Coverage in Bath