№2|2014

WASTEWATER TREATMENT

bbk 000000

UDC 628.212.2.001.2

Vereshchagina Lidiia, MENSHUTIN Yu. A., SHVETSOV V. N.

The experience of using «Recommendations on designing the systems of collection, disposal and treatment of surface runoff from territories allotted for settlement and industrial sites, and on determining the conditions of its discharge into water bodies»

Summary

The experience of using «Recommendations on designing the systems of collection, disposal and treatment of surface runoff from territories allotted for settlement and industrial sites, and on determining the conditions of its discharge into water bodies» developed at NII VODGEO Federal State Unitary Enterprise in substitution of previous «Temporary re­commendations on designing facilities for processing surface runoff from industrial sites and determining the conditions of its discharge into water bodies» is considered. The high demand for the developed document by the experts in the process of designing and approving project documents on construction and upgrade of engineering structures of storm sewers is noted. The use of advanced methods of calculating surface runoff amount and flow rate provides for minimizing the capacity of the treatment facilities at guaranteed meeting the requirements of the regulations on the conditions of disposal and quality of surface runoff effluents. The list of priority water quality parameters to be guided when choosing a treatment process flow scheme is presented. The basic technical solutions of surface runoff collection, disposal and treatment are formulated. The principle of wastewater flow separation and accumulation is suggested together with the technologies of its engineering implementation that provide for reasonably reducing the investments for the construction of treatment facilities under the existing environmental legislation and design regulatory framework. The need for updating the section on the recommendations on determining the conditions of surface runoff disposal into water bodies that was developed following the amendments to the RF Water Code and enactment of the new regulatory and procedural documents related to developing the regulations on permissible impact on water bodies and permissible discharges for water uses is noted.

Key words

, , , ,

The further text is accessible on a paid subscription.
For authorisation enter the login/password.
Or subscribe

REFERENCES

  1. Shvetsov V. N., Vereshchagina L. M. [Specific features of designing the capacity of surface runoff treatment facilities]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2006, no. 2, pp. 17–20. (In Russian).
  2. Kurganov A. M. Tablitsy parametrov predel’noi intensivnosti dozhdia dlia opredeleniia raskhodov v sistemakh vodootvedeniia: Spravochnoe posobie [The tables of parameters of limiting rainfall intensity for determining flow rates in water disposal systems: Reference aid. Moscow, Stroiizdat Publ., 1984, 109 p.].
  3. Dikarevskii V. S., Kurganov A. M., Nechaev A. P., Alekseev M. I. Otvedenie i ochistka poverkhnostnykh stochnykh vod [Surface runoff disposal and treatment. Leningrad, Stroiizdat Publ., 1990, 224 p.].
  4. Ivkin P. A., Menshutin Iu. A., Sokolova E. V., Fomicheva E. V., Kedrov Iu. V. [The efficiency of flow­through storm water treatment facilities]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2012, no. 1, pp. 52–58. (In Russian).
  5. Vereshchagina L. M. [The aspects of processing surface runoff from urban territories and industrial sites]. VodaMagazine, 2008, no. 2 (6) February, pp. 50–52. (In Russian).

Banner Oct 2024

myproject msk ru

Баннер конференции г. Пятигорск

souz ingenerov 02

Aquatherm 200x200 gif ru foreign