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This paper explains the method of the hydraulic calculations of the landfill leachate rate from the internal landfill drainage system, placed at the bottom of the domestic waste sanitary landfill, based on the drainage theory of the De Zeeuw-Hellinga Equation, under the non-steady saturated drainage flow conditions. The results were verified and compared by the actual data from the sanitary landfill of domestic waste in Osecna location, situated in the Northern Bohemia, Czech Republic.