Coal permeability is highly sensitive to the stress Meanwhile, coal swells with gas adsorption, and shrinks with gas desorption Under reservoir conditions these strain changes affect the cleat porosity and thus permeability Coal permeability models, such as the Palmer and Mansoori and Shi and Durucan models, relate the stress and swelling/shrinkage effect to permeability using an approximate geomechanical approach Thus in order to apply these models, stress-permeability behaviour, swelling/shrinkage behaviour and the geomechanical properties of the coal must be estimated This paper presents a methodology for the laboratory characterization of the Palmer and Mansoori and Slit and Durucan permeability models for reservoir simulation of ECBM and CO(2) sequestration in coal. In this work a triaxial cell was used to measure gas permeability, adsorption, swelling and geomechanical properties of coal cores at a series of pore pressures and for CH(4), CO(2) and helium with pore pressures up to 13 MPa and confining pressures up to 20 MPa. Properties for the permeability models such as cleat compressibility, Young's modulus, Poisson's ratio and adsorption-induced swelling are calculated from the experimental measurements Measurements on an Australian coal are presented The results show that permeability decreases significantly with confining pressure and pore pressure The permeability decline with pore pressure is a direct result of adsorption-induced coal swelling Coal geomechanical properties show some variation with gas pressure and gas species, but there is no direct evidence of coal softening at high CO(2) pressures for the coal sample studied The experimental results also show that cleat compressibility changes with gas species and pressure Then the measured properties were applied in the Shi and Durucan model to investigate the permeability behaviour during CO(2) sequestration in coal (C) 2009 Elsevier B V All rights reserved