2019
DOI: 10.1051/e3sconf/201910900083
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Calculation of pressure loss and critical velocity for slurry flows with additive agents in vertical polyethylene pipelines

Abstract: The method of determination of parameters of hydrotransport of solid polydisperse materials in vertical pipelines is offered. The reasons of discrepancy between estimated and observed data when using A. Smoldyrev’s method for calculation of hydraulic gradient and critical velocity in vertical steel pipelines are analysed. Particularly non-applicability of Velicanov principle to hydrotransport of solid materials in vertical pipelines is proved and contribution of particles fall velocity to the value of compleme… Show more

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Cited by 7 publications
(7 citation statements)
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“…All of this demonstrates the importance of recycling. Therefore, the problem of waste should be considered as part of a unified approach to socio-environmental, resource and technological aspects, as a set of three components (problematic aspects) [10,11]:…”
Section: Methodsmentioning
confidence: 99%
“…All of this demonstrates the importance of recycling. Therefore, the problem of waste should be considered as part of a unified approach to socio-environmental, resource and technological aspects, as a set of three components (problematic aspects) [10,11]:…”
Section: Methodsmentioning
confidence: 99%
“…The construction of graphical characteristics of hydraulic transport systems [26] in accordance with the design schemes of the accepted options for the mining and processing complex is carried out on the basis of known analytical dependencies [27], mathematical constants [28], and hydraulic characteristics [29]. The volumetric concentration of slurry adopted in the hydraulic calculations of the complex elements is limited to 10% in accordance with the recommendations for hydraulic mechanization systems during the mining and transportation of soil.…”
Section: Methodsmentioning
confidence: 99%
“…When the pipeline diameter is known, the density and concentration of the hydraulic mixture, the initial shearing stress and the structural viscosity of the suspension can be determined. Thereafter, by the formula (27), the possible hydraulic mixture supply is calculated, the value of which is compared with the regulated supply value. If the difference between the obtained values satisfies the calculation accuracy, then the calculations are terminated, if not, then the value q should be changed and the calculation is repeated anew.…”
Section: Figure 7 Approximation Of the Dependence Of Value B On Kmentioning
confidence: 99%
“…For low and mean-concentrated hydraulic mixtures, the finished pulp density control in this type of devices is ensured by selecting the volumetric flowrate of phases, and the uniformity of mixing is provided by ways of their supply. For hydraulic transport systems transporting hydraulic mixtures with such a concentration, several designs of jet sumps are known that provide a stable value of the pulp concentration [27]- [30]. Water filtration and soil deformations under above mentioned conditions must be also taken into consideration [31]- [33].…”
Section: Introductionmentioning
confidence: 99%