AbstractWe proposed a method for numerically solving the problem of flow distribution in hydraulic circuits with lumped parameters for the case of random closing relations. The conventional and unconventional types of relations for the laws of isothermal steady fluid flow through the individual hydraulic circuit components are studied. The unconventional relations are presented by those given implicitly by the flow rate and dependent on the pressure of the working fluid. In addition to the unconventional relations, the formal conditions of applicability were introduced. These conditions provide a unique solution to the flow distribution problem. A new modified nodal pressure method is suggested. The method is more versatile in terms of the ...
A cellular method to calculate pressure drops of hydraulic circuits with laminar, turbulent and misc...
Most production technologies require a uniform flow path of liquid from pressure distribution pipeli...
The article shows the way to implement a quasilinear mathematical model of flow distribution in pipe...
AbstractWe proposed a method for numerically solving the problem of flow distribution in hydraulic c...
In the article, which continues the research of article [1], the results of previous article are gen...
The article is devoted to the problems of calculating the distribution of flow quality parameters ov...
The work covers the heat, water-supply and gas systems of low pressure. The aim is to develop the ma...
Existence, uniqueness and monotonic behavior of the solution of classical flow distribution problem ...
Since the value of the hydraulic resistance depends on flow rate, problem of flow distribution per p...
A simple and reliable iterative solution method of classical hydraulic network flow rate distributio...
The mathematical model of subdivided hydraulic circuits that permits calculation of the fluid distri...
A general flow distribution model and a simple process of numerical analysis, which can be applied t...
The definition of the relationship between the actual flow delivered by a node of a water distributi...
International audienceThis article proposes fully analytical solutions for a certain class of networ...
Accent is on determination of appropriate friction factor, and on selection of representative equati...
A cellular method to calculate pressure drops of hydraulic circuits with laminar, turbulent and misc...
Most production technologies require a uniform flow path of liquid from pressure distribution pipeli...
The article shows the way to implement a quasilinear mathematical model of flow distribution in pipe...
AbstractWe proposed a method for numerically solving the problem of flow distribution in hydraulic c...
In the article, which continues the research of article [1], the results of previous article are gen...
The article is devoted to the problems of calculating the distribution of flow quality parameters ov...
The work covers the heat, water-supply and gas systems of low pressure. The aim is to develop the ma...
Existence, uniqueness and monotonic behavior of the solution of classical flow distribution problem ...
Since the value of the hydraulic resistance depends on flow rate, problem of flow distribution per p...
A simple and reliable iterative solution method of classical hydraulic network flow rate distributio...
The mathematical model of subdivided hydraulic circuits that permits calculation of the fluid distri...
A general flow distribution model and a simple process of numerical analysis, which can be applied t...
The definition of the relationship between the actual flow delivered by a node of a water distributi...
International audienceThis article proposes fully analytical solutions for a certain class of networ...
Accent is on determination of appropriate friction factor, and on selection of representative equati...
A cellular method to calculate pressure drops of hydraulic circuits with laminar, turbulent and misc...
Most production technologies require a uniform flow path of liquid from pressure distribution pipeli...
The article shows the way to implement a quasilinear mathematical model of flow distribution in pipe...