The document presents a method for calculating the coefficient of permeability (Kw) as a function of volumetric water content using the soil-water characteristic curve. It describes Kunze's model which divides the curve into equal intervals of volumetric water content and calculates the permeability for each interval using equations 1 and 2. The example applies this method to calculate Kw for 20 intervals of a sample soil-water characteristic curve by first determining the saturated permeability (Ks), saturated coefficient of permeability (Ksc), and matric suction values, then using these in equation 1 to find Kw over the range of volumetric water contents.