2021
DOI: 10.15587/1729-4061.2021.246852
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The problem of hydraulic calculation of pressure distribution pipelines

Abstract: Most production technologies require a uniform flow path of liquid from pressure distribution pipelines. To achieve this goal, it is proposed to introduce polymer additives into the liquid flow or to use converging distribution pipelines with a continuous longitudinal slot in the wall. To reduce the uneven operation of the distribution pipeline during discrete liquid dispensing, it is proposed to use cylindrical output rotary nozzles with a lateral orthogonal entry of the jet into the nozzle. The problem is th… Show more

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Cited by 9 publications
(5 citation statements)
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“…(2) Local frictional pressure loss The local pressure loss mainly considers the pressure loss of valves and fittings, and the local resistance coefficients of each component are shown in Table 2 [10] . The calculation of local frictional pressure loss is shown in the formula:…”
Section: Calculation Of Pipeline Pressure Loss (1) Friction Pressure ...mentioning
confidence: 99%
“…(2) Local frictional pressure loss The local pressure loss mainly considers the pressure loss of valves and fittings, and the local resistance coefficients of each component are shown in Table 2 [10] . The calculation of local frictional pressure loss is shown in the formula:…”
Section: Calculation Of Pipeline Pressure Loss (1) Friction Pressure ...mentioning
confidence: 99%
“…При цьому, в залежності від місцевих умов, рівень ґрунтових вод може бути як горизонтальним, так і мати певний похил вільної поверхні. Розробці методики розрахунку напірних дренажних трубопроводів, які працюють при горизонтальному рівні ґрунтових вод (РГВ) присвячено досить велику кількість теоретичних і експериментальних робіт [6][7][8][9]. Розрахунку ж даних трубопроводів, що працюють при наявності похилу РГВ, приділено недостатньо уваги.…”
Section: вступunclassified
“…A much more complex character is demonstrated by the pattern of the flow during the operation of perforated pipelines under the mode of water collection when its flow occurs through the holes in the side wall of the pipe [11,12]. In this case, the flow of streams is carried out into a stream moving inside the channel and demolishing them in the direction of the main stream.…”
Section: Literature Review and Problem Statementmentioning
confidence: 99%