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UDC 628.311.001.24

Shuvalov M. V., Strelkov A. K., Tarakanov D. I., Shuvalov I. S.

On calculating the capacity of surface runoff treatment facilities
(to be discussed)

Summary

It was demonstrated that for the most part of the territory of our country in the process of designing treatment facilities for surface runoff from the territories allotted for settlement and first group industrial areas the daily amount of snowmelt runoff is determinative. To calculate the capacity of the accumulating tanks and treatment facilities using the data on the amount of water in snow cover by the beginning of spring snowmelt is suggested. When using the suggested additions to the method of designing surface runoff treatment facilities the capacity of accumulating tanks increases approximately twice; whereas the capacity of treatment facilities is reduced approximately eightfold. The information on the implementation of the suggested approach in designing and constructing treatment facilities receiving surface runoff from the territory of Tarkett factory manufacturing flooring (Otradnyi, Samara Area) is presented.

Key words

urban runoff , snowmelt runoff , treatment facilities design , accumulating tank capacity , capacity of treatment facilities , additions to the design method

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REFERENCES

1. SP 32.13330.2012 «Kanalizatsiia. Naruzhnye seti i sooruzheniia» (aktualizirovannaia redaktsiia SNiP 2.04.03-85) [Construction Rules 32.13330.2012 Sewerage. Outdoor networks and structures (revised edition of SNiP 2.04.03-85). Moscow, RF Ministry of Regional Development, 2012, 85 p.].
2. Rekomendatsii po raschetu sistem sbora, otvedeniia i ochistki poverkhnostnogo stoka s selitebnykh territorii, ploshchadok predpriiatii i opredeleniiu uslovii vypuska ego v vodnye ob”ekty [Recommendations for designing the systems of collection, disposal and treatment of surface runoff from the territories allotted for settlement, industrial areas and for determining the conditions of its discharge into water bodies. Moscow, «NII VODGEO» FSUE, 2006. 56 p.].
3. Vremennye rekomendatsii po proektirovaniiu sooruzhenii dlia ochistki poverkhnostnogo stoka s territorii promyshlennykh predpriiatii i raschetu uslovii vypuska ego v vodnye ob”ekty [Provisional recommendations for designing treatment facilities for surface runoff from industrial areas and for calculating the conditions of its discharge into water bodies. Moscow, VNII «VODGEO», 1983, 47 p.].
4. Proektirovanie sooruzhenii dlia ochistki stochnykh vod: Spravochnoe posobie k SNiP. VNII VODGEO [Designing wastewater treatment facilities: Reference book to SNiP. VNII VODGEO. Moscow, Stroiizdat Publ., 1990, 192 p.].
5. Alekseev M. I., Kurganov A. M. Organizatsiia otvedeniia poverkhnostnogo (dozhdevogo i talogo) stoka s urba­nizirovannykh territorii [Arrangement of surface runoff (rainfall and snowmelt) removal from urban areas. Moscow, ASV Publ.; St. Petersburg, SPbGASU Publ., 2000, 352 p.].
6. Metodika rascheta vodokhoziaistvennykh balansov vodnykh ob”ektov [The method of calculating a water body balance. Approved by the resolution of the RF Ministry of Natural Resources of November 30, 2007, no. 314.].
7. Agroklimaticheskie resursy Kuibyshevskoi oblasti [Agro-climatic resources of the Kuibyshev Area. Leningrad, Gidrometeoizdat Publ., 1968].