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№4|2018

WATER DISTRIBUTION NETWORKS

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UDC 628.144

Luk’ianchuk Maksim, Hyamyalyainen M. M., Smirnova S. V., JUDIN M. Iu.

Hydraulic model use-case in the operation of a water and wastewater services utility

Summary

Hydraulic models are used at the water and wastewater services utilities for addressing different tasks related to improving the operation of water distribution networks. Practitioners have been continuously looking for possible ways of using the models for daily needs of the utilities and their technical execution with the use of software. The advanced software includes an adequate number of functions that ensure completing routine tasks of water distribution network operation, management and development. An example of modeling a fault pipeline section shutoff with sequential valve shifting is presented; a method of basic data generation and presentation of the modeling results is shown. In the viewed example during the routine work execution the hydraulic head is slightly changed. During the pipeline section cutoff pressure monitoring in the control points of the pressure zone and additionally in the sections where pressure reduction is expected based on the results of modeling is carried out. In appropriate cases pressure reduction in the network can be balanced by increasing the output pressure of the pumping station. Changing flow directions will influence to a small extent separate network sections that could be additionally flushed before the cutoff. Following the pipeline cutoff procedure together with the recommendations based on the results of hydraulic modeling provides for eliminating the disruption of water supply to the customers.

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REFERENCES

  1. Makhnev P. P., Iudin M. Iu., Hamalainen M. M., Pilenkova E. E. [Water supply model in Saint-Petersburg]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2004, no. 8, part 2, pp. 28–29. (In Russian).
  2. Hamalainen M. M., Smirnova S. V., Iudin M. Iu. [Comprehensive hydraulic calculations of the water supply system in Saint-Petersburg]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2006, no. 9, part 1, pp. 22–24. (In Russian).
  3. Skochilo D. B., Kantor L. I., Khatypov A. F. [Hydraulic modelling as a base of control over the development and operation of water supply and distribution system]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2008, no. 3, part 2, pp. 19–23. (In Russian).
  4. Beliaev N. N., Sukacheva I. N., Radetskii M. Iu. [Practice of carrying out hydraulic calculations by the example of the water supply system of the right-bank part of Novosibirsk]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2011, no. 2, pp. 14–17. (In Russian).
  5. Mel’nik E. A., Hamalainen M. M., Smirnova S. V., Iudin M. Iu. [Hydraulic model in the water distribution network in the city of Saint-Petersburg]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2012, no. 3, pp. 20–23. (In Russian).

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