The mathematical modelling of water supply systems contaiing a pipe network, pump stations and regulatory reservoirs

Authors

  • Сергей Васильевич Дядюн O.M. Beketov National University of Urban Economy in Kharkiv, 12, Revolution St., Kharkov, Ukraine, 61 002, Ukraine
  • Ольга Николаевна Штельма O.M. Beketov National University of Urban Economy in Kharkiv, 12, Revolution St., Kharkov, Ukraine, 61 002, Ukraine

DOI:

https://doi.org/10.15587/2312-8372.2014.21690

Keywords:

mathematical modeling, model, water supply systems, steady flow distribution, pump station, regulatory reservoirs

Abstract

The mathematical model of the steady flow distribution in the water supply system  containing a pipe network together with pump stations and regulatory reservoirs has been presented. This mathematical model allows  to guarantee  the possibility of the parallel engagement of any number of  pumping stations aggregates without the need for prior equivalenting their characteristics.

The mathematical model of steady flow distribution in the water supply system, containing pumping stations and regulatory reservoirs has been  used to analyze the quality of its operation under the implementation of the  control actions at the pumping stations, solving the problem of evaluating the effectiveness of operational planning modes of water supply systems  operation throughout the examined time interval, as well as to control the  correctness of taken decisions on the management of the technological processes of  water supply and water distribution.  The method of imitational modeling of real functioning water supply systems has been used to carry out the research.

Author Biographies

Сергей Васильевич Дядюн, O.M. Beketov National University of Urban Economy in Kharkiv, 12, Revolution St., Kharkov, Ukraine, 61 002

PhD in Engineering, associate professor

Department of Applied Mathematics and Information Technologies

Ольга Николаевна Штельма, O.M. Beketov National University of Urban Economy in Kharkiv, 12, Revolution St., Kharkov, Ukraine, 61 002

Senior teacher

References

  1. Евдокимов, А. Г. Оптимальные задачи на инженерных сетях [Текст]/ А. Г. Евдокимов. – Харьков: Вища школа, 1976. – 153 с.
  2. Евдокимов, А. Г. Потокораспределение в инженерных сетях [Текст] / А. Г. Евдокимов, В. В. Дубровский, А. Д. Тевяшев. – М.: Стройиздат, 1979. – 199 с.
  3. Евдокимов, А. Г. Оперативное управление потокораспределением в инженерных сетях [Текст]/ А. Г. Евдокимов, А. Д. Тевяшев. – Харьков, 1980. – 144 с.
  4. Fallside, F. The Development of Modelling and Simulation Techniques Applied to a Computer – Based – Telecontrol Water Supply System [Text]/ F. Fallside, P. F. Perry, R. H. Burch, K. C. Marlow // Computer Simulation of Water Resourses Systems. – 1975. – № 12. – P. 617-639.
  5. Абрамов, Н. Н. Теория и методика расчета систем подачи и распределения воды. [Текст]/ Н. Н. Абрамов. – М.: Стройиздат, 1985. – 288 с.
  6. Меренков, А. П. Теория гидравлических цепей [Текст]/ А. П. Меренков, В. Я. Хасилев. – М.: Наука, 1985. – 279 с.
  7. Евдокимов, А. Г. Моделирование и оптимизация потокораспределения в инженерных сетях [Текст]/ А. Г. Евдокимов, А. Д. Тевяшев, В. В. Дубровский. – М: Стройиздат, 1990. – 368 с.
  8. Дядюн, С. В. Оптимизация потокораспределения в системах водоснабжения с большим числом активных источников [Текст]/ С. В. Дядюн // Автоматизированные системы управления и приборы автоматики. – Харьков, ХНУРЭ, 2001. – Вып. 115. – С. 36-40.
  9. Дядюн, С. В. Моделирование и рациональное управление системами водоснабжения при минимальном объёме оперативной информации [Текст]/ С. В. Дядюн // Радиоэлектроника и информатика. – Харьков, ХНУРЭ, 2002. – № 20. – С. 111-115.
  10. Дядюн, С. В. Оценка качества и эффективности управления системами водоснабжения в зависимости от степени неопределенности модели объекта [Текст]/ С. В. Дядюн // Радиоэлектроника и информатика. – Харьков, ХНУРЭ, 2001. – № 17. – С. 78-81.
  11. Evdokimov, A. H. (1976). Optimal'nye zadachi na inzhenernykh setiakh. Khar'kov: Vishcha shkola, 153.
  12. Evdokimov, A. H., Dubrovskii, V. V., Teviashev, A. D. (1979). Potokoraspredelenie v inzhenernykh setiakh. M.: Stroiizdat, 199.
  13. Evdokimov, A. H., Teviashev, A. D. (1980). Operativnoe upravlenie potokoraspredeleniem v inzhenernykh setiakh. Khar'kov, 144.
  14. Fallside, F., Perry, P. F., Burch, R. H., Marlow, K. C. (1975). The Development of Modelling and Simulation Techniques Applied to a Computer – Based – Telecontrol Water Supply System. Computer Simulation of Water Resourses Systems, 12, 617-639.
  15. Abramov, N. N. (1985). Teoriia i metodika rascheta system podachi i raspredeleniia vody. M.: Stroiizdat, 288.
  16. Merenkov, A. P., Hasilev, V. Ya. (1985). Теоriia hidravlicheskih tsepei. М.: Nauka, 279.
  17. Evdokimov, A. H., Teviashev, A. D., Dubrovskii, V. V. (1990). Modelirovanie i optimizatsiia potokoraspredeleniia v inzhenernykh setiakh. M: Stroiizdat, 368.
  18. Dyadun, S. V. (2001). Optimizatsiia potokoraspredeleniia v sistemah vodosnabzheniia s bol’shim chislom aktivnykh istochnikov. Avtomatizirovannye sistemy upravleniia i pribory avtomatiki, 115, 36-40.
  19. Dyadun, S. V. (2002). Modelirovanie i ratsional'noe upravlenie sistemami vodosnabzheniia pri minimal'nom obiome operativnoi informatsii. Radioelektronika i informatika, 20, 111-115.
  20. Dyadun, S. V. (2001). Otsenka kachestva i effectivnosti upravleniia sistemami vodosnabzheniia v zavisimosti ot stepeni neopredelennosti modeli obiekta. Radioelektronika i informatika, 17, 78-81.

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Published

2014-02-06

How to Cite

Дядюн, С. В., & Штельма, О. Н. (2014). The mathematical modelling of water supply systems contaiing a pipe network, pump stations and regulatory reservoirs. Technology Audit and Production Reserves, 1(4(15), 16–18. https://doi.org/10.15587/2312-8372.2014.21690

Issue

Vol. 1 No. 4(15) (2014): Quality of technologies - quality of life for

Section

Metrology, standardization and certification

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Copyright (c) 2016 Сергей Васильевич Дядюн, Ольга Николаевна Штельма

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