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Lugeon and Packer Test Calculator

Calculate normalized rock-mass water take for one stabilized water-pressure or packer-test stage. One Lugeon represents one litre per minute per metre of tested interval at an effective injection pressure of one megapascal. The arithmetic is Lu = Q divided by L times 1 MPa divided by P , where Q is stabilized injection flow, L is the isolated open test-section length, and P is effective pressure at that interval. For example, 10 litres per minute through a 5 metre interval at 0.5 MPa gives 4 Lu. GeoMiner converts pressure from megapascals, kilopascals, bar, pounds per square inch, or kilogram-force per square centimetre; flow from litres per minute, U.S. gallons per minute, or cubic metres per hour; and length from metres or feet. It reports the converted effective pressure, flow and length, water take per metre at the entered pressure, equivalent total flow at 1 MPa, and optional approximate stage volume. The optional volume is flow multiplied by duration; it is not a leakage correction or stored-water analysis. Enter effective pressure at the test interval, not an uncorrected surface-gauge value. Hydrostatic head above the interval, groundwater head, gauge elevation, tubing and fitting losses, equipment configuration, and the governing sign convention can change effective pressure. GeoMiner deliberately does not infer those corrections because field procedures and apparatus differ. Apply the approved method outside the calculator, document every term, and preserve both raw gauge and corrected interval pressure. Use the representative stabilized flow required by the governing procedure. Preserve time-series pressure and flow observations, increasing and decreasing pressure stages, repeated stages, packer inflation and seating records, leak checks, borehole and interval geometry, water level, equipment calibrations, injection-water condition, drilling and cleaning history, geology, core log, fracture observations, losses, anomalies, uncertainty, and reviewer. The open interval is not automatically total hole depth, core-run length, or nominal packer spacing. One normalized value hides pressure-flow behaviour. A sequence can indicate laminar response, turbulence, erosion or washout, filling or clogging, joint dilation, or hydrofracturing. High pressure can open fractures or alter the rock mass; approved limits and competent field supervision are essential. Th

Verification resources

Cross-check terminology, classification, methods, and safety with these authoritative external resources.

  • undefined. Describes water-pressure or packer testing in rock, its field setup, limited support volume, uses, and interpretation context.
  • undefined. Documents effective injection pressure, flow and Lugeon time histories, staged testing, and field-record requirements for grouting investigations.
  • undefined. Explains water testing for grouting and shows how changing pressure-flow response can indicate turbulence, erosion, filling, joint opening, or hydrofracturing.
  • undefined. Publishes the Lugeon equation, required pressure-head treatment, test-section length, flow, duration, and reporting fields in a public works specification.

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Common questions

What is one Lugeon?
One Lugeon is water take of one litre per minute per metre of test interval at an effective injection pressure of one megapascal. The calculator normalizes an entered stage to that reference pressure.
Which pressure belongs in the equation?
Enter effective pressure at the test interval. Gauge pressure alone may need hydrostatic-head and apparatus head-loss treatment under the governing procedure. GeoMiner does not guess those corrections.
Is a Lugeon value the same as hydraulic conductivity?
No. A Lugeon value is normalized packer-test water take. Converting it to hydraulic conductivity requires a justified flow model, geometry, boundary conditions, and assumptions that are not universal.
Does one Lugeon value define grouting need or dam safety?
No. Pressure-flow response, repeats, geology, fractures, test quality, scale, design criteria, uncertainty, and qualified interpretation are required for consequential decisions.

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