Determination of the particularities of the hydraulic friction factor variation of collecting drainage pipelines
DOI:
https://doi.org/10.15587/1729-4061.2023.292258Keywords:
collecting drainage pipeline, variable flow, filtration resistance, hydraulic friction factorAbstract
The object of the study in this paper is collecting perforated drainage pipelines, in particular, the determination of the hydraulic friction factor λdr, which significantly affects the parameters of the investigated pipes. Clarifying this issue will solve an important engineering problem – to develop a reliable method for hydraulic calculation of collecting perforated drainage pipes. As the main drawback of most of the available theoretical and experimental works on this topic is the insufficient consideration of the filtration characteristics of the surrounding soil and the material of the pipeline walls. Experimental studies of pressure drainage pipes with different design characteristics made it possible to find out the real picture of fluid flow in the pipe. Based on the research results, experimental dependences of λdr on the ratio of the fluid inflow velocity to the average flow velocity in the corresponding section (Uh/V), as well as on the design characteristics of the channel were obtained. The maximum possible flow that can be collected and passed by a collecting drainage pipeline with the specified design and filtration characteristics is determined. It is shown that a larger value of the specified ratio corresponds to larger values of λdr. This result can be explained by the effect of the attached flow on the main flow. Obviously, some energy is spent on the interaction of the attached and the main flow in the pipe, which leads to additional head losses. In the paper, dependencies were obtained for calculating the studied factor for collecting drainage pipelines. Using them in the calculation of drainage pipes will increase the reliability and efficiency of land reclamation systems, in which these pipelines are important structural elements
References
- Valipour, M., Krasilnikof, J., Yannopoulos, S., Kumar, R., Deng, J., Roccaro, P. et al. (2020). The Evolution of Agricultural Drainage from the Earliest Times to the Present. Sustainability, 12 (1), 416. doi: https://doi.org/10.3390/su12010416
- Castellano, M. J., Archontoulis, S. V., Helmers, M. J., Poffenbarger, H. J., Six, J. (2019). Sustainable intensification of agricultural drainage. Nature Sustainability, 2 (10), 914–921. doi: https://doi.org/10.1038/s41893-019-0393-0
- Cao, Y., Xu, M., Ni, P., Mei, G. (2021). Physical and numerical modelling of infiltration from drainage holes for perforated storm sewer. Acta Geotechnica, 17 (2), 527–543. doi: https://doi.org/10.1007/s11440-021-01247-0
- Cherniuk, V., Hnativ, R., Kravchuk, O., Orel, V., Bihun, I., Cherniuk, M. (2021). The problem of hydraulic calculation of pressure distribution pipelines. Eastern-European Journal of Enterprise Technologies, 6 (7 (114)), 93–103. doi: https://doi.org/10.15587/1729-4061.2021.246852
- Li, P., Wu, J. (2019). Drinking Water Quality and Public Health. Exposure and Health, 11 (2), 73–79. doi: https://doi.org/10.1007/s12403-019-00299-8
- Kravchuk, O. A. (2021). Particularities of hydraulic calculation of collecting preassure drainage pipelines. Bulletin of Odessa State Academy of Civil Engineering and Architecture, 83, 130–138. doi: https://doi.org/10.31650/2415-377x-2021-83-130-138
- Kravchuk, A., Kochetov, G., Kravchuk, O. (2020). Improving the calculation of collecting perforated pipelines for water treatment structures. Eastern-European Journal of Enterprise Technologies, 6 (10 (108)), 23–28. doi: https://doi.org/10.15587/1729-4061.2020.216366
- Clemo, T. (2006). Flow in Perforated Pipes: A Comparison of Models and Experiments. SPE Production & Operations, 21 (02), 302–311. doi: https://doi.org/10.2118/89036-pa
- Murphy, P., Kaye, N. B., Khan, A. A. (2014). Hydraulic Performance of Aggregate Beds with Perforated Pipe Underdrains Flowing Full. Journal of Irrigation and Drainage Engineering, 140 (8). doi: https://doi.org/10.1061/(asce)ir.1943-4774.0000740
- Kravchuk, A., Cherniuk, V., Kravchuk, O., Airapetian, T. (2022). Assessing the value of the hydraulic friction factor in pipelines working with a flow connection along the path. Eastern-European Journal of Enterprise Technologies, 5 (7 (119)), 61–67. doi: https://doi.org/10.15587/1729-4061.2022.265670
- Liu, H., Zong, Q., Lv, H., Jin, J. (2017). Analytical equation for outflow along the flow in a perforated fluid distribution pipe. PLOS ONE, 12 (10), e0185842. doi: https://doi.org/10.1371/journal.pone.0185842
- Krogstad, P.-A., Kourakine, A. (1999). The Response of a Turbulent Boundary Layer to Injection through a Porous Strip. Proceeding of First Symposium on Turbulence and Shear Flow Phenomena. doi: https://doi.org/10.1615/tsfp1.700
- Qin, Z., Liu, H., Wang, Y. (2017). Empirical and quantitative study of the velocity distribution index of the perforated pipe outflowing along a pipeline. Flow Measurement and Instrumentation, 58, 46–51. doi: https://doi.org/10.1016/j.flowmeasinst.2017.09.010
- Oleinyk, A. Ya., Poliakov, V. L. (1987). Drenazh pereuvlazhnennыkh zemel. Kyiv: Naukova dumka, 279.
- Oyarce, P., Gurovich, L., Duarte, V. (2017). Experimental Evaluation of Agricultural Drains. Journal of Irrigation and Drainage Engineering, 143 (4). doi: https://doi.org/10.1061/(asce)ir.1943-4774.0001134
- Zhang, Q., Wang, Z. (2014). Modeling Study on Fluid Flow in Horizontal Perforated Pipes with Wall Influx. International Journal of Fluid Mechanics Research, 41 (6), 556–566. doi: https://doi.org/10.1615/interjfluidmechres.v41.i6.80
- Kravchuk, A., Kravchuk, O., Lomako, A., Kravchuk, O. (2022). Variation of the collective drainage pipelines parameters when passing the transit flow. Problems of Water Supply, Sewerage and Hydraulic, 41, 52–58. doi: https://doi.org/10.32347/2524-0021.2022.41.52-58
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Andriy Kravchuk, Volodymyr Cherniuk, Gennadii Kochetov, Oleksandr Kravchuk, Tamara Airapetian
This work is licensed under a Creative Commons Attribution 4.0 International License.
The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.
A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.