2021
DOI: 10.1051/e3sconf/202126403035
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Numerical substantiation of the parameters of the air-hydraulic hood by a diaphragm

Abstract: The article is about calculating the main parameters of air - hydraulic hoods with a diaphragm to reduce the emergency consequences of a water hammer, possible in the pressure pipelines of an irrigation pumping station. Based on the results of numerical studies by the method of finite differences of the proposed hydraulic shock absorber, dependencies were obtained based on a certain air in the absorbers, the total capacity of the cylindrical cap was determined to determine the main dimensions of the absorbers.… Show more

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Cited by 3 publications
(5 citation statements)
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References 10 publications
(12 reference statements)
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“…3.4). According to the calibration curves [6,7], the parameters of the steady motion of the liquid are determined: flow rate Q, velocity ϑ0, air volume W0 in the absorber at absolute pressure pga(Hga), absolute hydrodynamic pressure p0a(H0a) in the pressure pipe 7 (Fig. 1) and head loss hd0 in the connecting pipeline 8 (Fig.…”
Section: Resultsmentioning
confidence: 99%
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“…3.4). According to the calibration curves [6,7], the parameters of the steady motion of the liquid are determined: flow rate Q, velocity ϑ0, air volume W0 in the absorber at absolute pressure pga(Hga), absolute hydrodynamic pressure p0a(H0a) in the pressure pipe 7 (Fig. 1) and head loss hd0 in the connecting pipeline 8 (Fig.…”
Section: Resultsmentioning
confidence: 99%
“…To experimentally verify the reliability of the existing method for calculating the absorber (cap) with a diaphragm and the eligibility of using this method to calculate the absorber without a diaphragm in order to verify the proposed calculation method, special studies were carried out in the laboratory of hydraulics of the Karshi Engineering and Economic Institute, the methodology for which is described [6,7]. The diagram of the pumping unit is shown in Fig.…”
Section: Methodsmentioning
confidence: 99%
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“…However, it is very common to observe that open collectors are muddy and filled with all kinds of foreign plants. This limits the movement of underground seepage water on the slope when it enters the collectors [1,2,3]. The following factors cause the collectors to become cloudy and weeded: 1) design errors in the design of reservoirs and collectors; 2)-Managers (operators) of excavators used during the cleaning of waste and collectors change the design indicators of collectors.…”
Section: Introductionmentioning
confidence: 99%
“…So, for example, N.E.Zhukovsky, when calculating a hydraulic shock absorber, takes the process as adiabatic and recommends taking n=1.41 [1]. In works [2,3,4,5], the authors also accept the law of compression-expansion of air in a cap as adiabatic, and other researchers [7,8,9] accept n=1.0, assuming that the process of compression-expansion of air in a cap is isothermal. At the same time, it is [11,12] that the process of compression-expansion of air in the bell proceeds according to the polytropic law.…”
Section: Introductionmentioning
confidence: 99%