№12|2016

SURFACE RUNOFF TREATMENT

bbk 000000

UDC 628.311

Palagin E. D., Strelkov A. K., Bykova P. G., Tsypin A. V., Vdovin D. V.

Rainfall parameters for the calculation of the capacity  of surface runoff treatment facilities

Summary

The summarized data on the maximum depth of the rainfall that is completely removed to the treatment facilities (like the runoff from the group 1 residential and industrial areas in big cities of the Russian Federation) is presented. The analysis of the revealed regularities was carried out. The calculated values of the rainfall depth obtained in the course of observations at 87 meteorological stations on the territory of the Russian Federation are needed for calculating the capacity of the surface runoff treatment facilities and can be used in the process of making designs for settlements where the data of the meteorological stations is representative. The rainfall depth that provides for removing at least 70 % of the annual rainfall to the treatment facilities in most cases corresponds to the upper limit of the recommended range of 5–10 mm.

Key words

, , , ,

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

REFERENCES

  1. Strelkov A. K., Shuvalov M. V., Gridneva M. A. [Surface runoff in Samara and its impact on the water bodies used as water supply sources]. Nauchnoe Obozrenie, 2015, no. 7, pp. 139–143. (In Russian).
  2. Palagin E. D., Gridneva M. A., Bykova P. G., Nabok T. Iu. [Regularities of surface runoff composition changes]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2013, no. 8, pp. 56–60. (In Russian).
  3. Kichigin V. I., Palagin E. D. Modelirovanie zagriazneniia vodotokov poverkhnostnym stokom [Simulation of water bodies pollution with surface runoff. Samara, SGASU Publ., 2005, 270 p.].
  4. Shuvalov M. V., Strelkov A. K., Tarakanov D. I., Shuvalov I. S. [On calculating the capacity of surface runoff treatment facilities]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2014, no. 8, pp. 51–54. (In Russian).
  5. 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 on calculating the systems of collection, disposal and treatment of surface runoff from residential areas, industrial sites, and determining the conditions of its discharge into water bodies. Moscow, FGUP «NII VODGEO» Publ., 2006, 56 p.].
  6. Rekomendatsii po raschetu sistem 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) [Recommendations on calculating the systems of collection, disposal and treatment of surface runoff from residential areas, industrial sites, and determining the conditions of its discharge into water bodies (Supplement to Set of Rules 32.13330.2012). Moscow, «NII VODGEO» JSC Publ., 2014, 88 p.].
  7. Palagin E. D., Tsypin A. V., Vdovin D. V., Iunusova G. K. [Comparative analysis of the methods of determining the maximum daily rainfall depth removed to the treatment facilities. Traditions and innovations in construction and architecture]. Proceedings of the 72th All-Russia Scientific-Technical Conference. Samara, SGASU Publ., 2016, pp. 131–136. (In Russian).
  8. Palagin E. D. [Calculation of surface runoff volume removed to the treatment facilities. Natural resources potential, ecology and sustainable development of the Russian regions]. Collected works of XI International Scientific-Practical Conference. Penza, Penza State Academy of Agriculture Publ., 2013, pp. 75–78. (In Russian).
  9. Palagin E. D., Tsypin A. V., Bykova P. G., Vdovin D. V. [Determining the capacity of the surface runoff treatment facilities in the Volga federal district]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2015, no. 12, pp. 56–60. (In Russian).

vstmag engfree 200x100 2

mvkniipr ru

Российская ассоциация водоснабжения и водоотведения

Конференция итог

ecw20 200 300

VAK2