№7|2022

SURFACE RUNOFF TREATMENT

DOI 10.35776/VST.2022.07.07
UDC 628.221

Volkov Sergei, Luk'ianchuk M. Iu., Zhitenev A. I., Rublevskaya O. N., Erofeev Vasilii, IGNATCHIK V. S., Ignatchik S. Iu., Kuznetsova N. V.

Systems for the removal of surface runoff: problems and solutions (for discussion)

Summary

For the hydraulic calculation of storm sewer networks removing surface runoff in our country, the concept of immediate removal of runoff formed as a result of rainfall has been used for more than 60 years. With this aim, the method of «limiting intensities» has been used up nowadays, implemented with the help of the methods laid down in Norms and Technical Conditions for Design 141-56, SNiP II-G.6-62, SNiP II-32-74, SNiP 2.04.03-85, SP 32.13330. 2012, CP 32.13330.2018. If we continue to be guided by this concept, then in order to adapt the operated systems to the current conditions, in most cases relaying all the networks with larger pipe diameters would be required, which is practically impossible not only from the economic, but also from the technical and social point of view. In the current situation, introducing alternative solutions for adapting storm sewer networks is needed, which, in comparison with relaying all the networks, are more economically justifiable. Among them, noteworthy are the solutions that provide for the detention and retention of water in sewers, and for reducing runoff coefficients. The effectiveness of these solutions is estimated using numerical modeling and analytical calculations.

Key words

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REFERENCES

  1. Gorbachev P. F. Metody rascheta livnevogo stoka [Method of calculating storm runoff. Moscow, «Vlast’ Sovetov» pri Presidiume VTSIK Publ., 1937].
  2. Surin A. A. [Accounting for network capacity when calculating storm sewer]. Kommunal’noe Delo, 1930, no. 5. (In Russian).
  3. Zak G. L. Gidravlicheskie osnovy rascheta kanalizatsionnykh setei [Hydraulic basics of designing sewer networks. Moscow-Leningrad. Chief Editorial Board of Construction Literature, 1935, 173 p.].
  4. Belov N. N. Raschet dozhdevoi kanalizatsionnoi seti [Calculation of a storm sewer. Moscow, NKVD Publishers’, 1931, 64 p.].
  5. Molokov M. V., Shigorin G. G. Dozhdevaia i obshchesplavnaia kanalizatsiia [Storm and combined sewer systems. Moscow, RSFSR Public Utilities Ministry Publishers’, 1954, 241 p.].
  6. Kurganov A. M. Zakonomernosti formirovaniia i dvizheniia dozhdevykh stokov v beznapornykh trunoprovodakh [Regularities of the formation and movement of rainwater in gravity pipelines. Doctoral dissertation. Leningrad, 1980, 433 p.].
  7. Alekseev M. I., Kurganov A. M. Organizatsiia otvedeniia poverkhnostnogo (dozhdevogo i talogo) stoka s urbanizirovannykh territorii: uchebnoe posobie [Establishing removal of surface (rain and melt) runoff from urban areas: a training manual. Moscow, ASV Publ., Saint-Petersburg, SPbGASU, 2000, 352 p.].
  8. Kurganov A. M. Zakonomernosti dvizheniia vody v dozhdevoi i obshchesplavnoi kanalizatsii [Regularities of the movement of rainwater in storm and combined sewers. Moscow, Stroiizdat Publ., 1982, 72 p.].
  9. Volkov S. N., Zhitenev A. I., Kurganov Iu. A., Kostenko I. G., Ignatchik V. S., Ignatchik S. Iu., Kuznetsova N. V., Seniukovich M. A. [Study of the storm runoff mechanism (for discussion)]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2020, no. 10, pp. 38–47. (In Russian).
  10. Rekommendatsii po raschetu system sbora, otvedeniia i ochistki poverkhnostnogo stoka s selitebnykh territorii, ploshchadok predpriiatii i opredeleniiu uslovii vypuska ego v vodnye ob”ekty. Dopolnenie k SP 32.13330.2012 «Kanalizatsiia. Naruzhnye seti i sooruzheniia» (aktualizirovannaia redaktsiia SNiP 2.04.03-85) [Recommendations for designing the systems of collection, removal and treatment of the runoff from residential areas, industrial sites; and determining the conditions for its discharge into the water bodies. Addendum to CP 32.13330.2012 «Sewerage. External networks and structures» (updated version of SNiP 2.04.03-85). Moscow, NII VODGEO JSC Publ., 2014, 89 p.].
  11. Karmazinov F. V., Zhitenev A. I., Ignatchik V. S., et al. [Specific features of simulating hydraulic modes of the combined sewers]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2018, no. 11, pp. 12–19. (In Russian).
  12. Ignatchik V. S., Ignatchik S. Iu., Kuznetsova N. V., Fes’kova A. Ia. [The impact of climate change on the hydraulic regimes of surface runoff management systems]. Voda i Ekologiia: Problemy i Resheniia, 2020, no. 4 (84), pp. 50–57. (In Russian).
  13. Volkov S. N., Zhitenev A. I., Rublevskaia O. N., Kurganov Iu. A., Kostenko I. G., Ignatchik V. S., Ignatchik S. Iu., Kuznetsova N. V., Seniukovich M. A. [Evaluation of the effectiveness of mechanisms for eliminating flooding of urbanized areas with surface runoff], Vodosnabzhenie i Sanitarnaia Tekhnika, 2021, no. 4, pp. 32–40. DOI: 10.35776/VST.2021.04.05. (In Russian).
  14. Karmazinov F. V., Ignatchik S. Iu., Feskova Ia. M., Kuznetsov P. N. [ Methods of surface runoff flow estimation]. Voda i Ekologiia: Problemy i Resheniia, (Scopus), 2018, no. 2, pp. 26–35. (In Russian).

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