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Hydraulic Conductivity and Permeameter Calculator
Calculate laboratory saturated hydraulic conductivity with either a constant-head or conventional falling-head permeameter relationship. For constant-head testing, K equals collected volume V times specimen length L, divided by specimen area A, total-head difference delta h, and elapsed time delta t. The specimen area is calculated from its entered cylindrical diameter. The calculator also reports measured discharge, Darcy flux, and hydraulic gradient so the arithmetic can be independently checked. For falling-head testing, K equals standpipe area a times specimen length L divided by specimen area A and elapsed time delta t, multiplied by the natural logarithm of initial head h1 divided by final head h2. The initial head must exceed the final positive head for this stated arrangement. Geometry and head inputs share one selected unit: millimetres, centimetres, metres, or inches. Constant-head volume supports millilitres, litres, cubic centimetres, and cubic inches. Time supports seconds, minutes, and hours. All values are normalized internally to SI units. Results are displayed in metres per second, centimetres per second, metres per day, and feet per day. These equations assume saturated, one-dimensional Darcy flow through the measured specimen area. Heads must use one datum and describe the actual total-head difference across the specimen. Flow that bypasses through a sidewall gap, fitting, tubing leak, crack caused by preparation, or other preferential path is not valid specimen flow. Stabilized readings, apparatus calibration, saturation procedures, backpressure where required, repeated intervals, replicate specimens, and complete raw observations remain governed by the applicable laboratory method. Hydraulic conductivity depends on both the porous medium and the test fluid. Water temperature, viscosity, density, chemistry, entrained air, effective stress, fabric, disturbance, saturation, gradient, and boundary conditions can change a measured value. Intrinsic permeability is a different area-dimension property of the medium. This calculator does not silently convert K to intrinsic permeability or correct results to another temperature or fluid because those steps require documented compatible density and viscosity data. Very high gradients, non-Darcy flow, consolidation, chemical alteration, changing saturation, apparatus resistance, membrane effects, an