The purpose of this work is to develop a methodology for calculating the parameters of pressure horizontal collective drainage pipelines of reclamation systems that operate in the presence of a ground water level slope.
 The presented materials are based on the results of personal analytical studies of the main mathematical dependencies, which describe the pressure liquid flow in horizontal collective perforated pipelines, which operate in the presence of the ground water level slope.
 System of two differential equations, which describe the liquid motion in a drainage pipeline with variable flow rate and the conditions of liquid entry from the surrounding soil through the walls of the pipe in filtration mode, is considered. The explored pipeline is laid in the presence of the ground water level slope. By introducing new variables, the original system and its solution is presented in a dimensionless form.
 In this case the solution of the system depends on the value of three main factors: the resistance factor of the collecting drainage pipeline "ζl"; the generalized parameter "A", which comprehensively takes into account the structural and filtering characteristics of the stream; the ground water level slope «І». The analysis used the concept of an infinitely long drainage pipeline, which operates in the presence of the ground water level slope, or, what is the same, an inclined pipeline with an infinite filtering capacity of the side surface walls. Relatively simple and easy-to-use analytical dependencies were obtained on the basis of the conducted analysis. They allow to calculate the nature of the flow rate variations and pressure drop along the length.
 Corresponding graphic dependencies were constructed to simplify the calculations. It is shown that the value of the geometric slope of the ground water level, along with the resistance factor and the generalized parameter, significantly affects the calculated parameters of such pipelines.
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