Theoretical Bases of the Compatible Work of the Constraction of Stormwater Drainage Systems in the Regulation of Stormwater Runoff

  • Authors

    • Olexander Tkachuk
    • Yana Yaruta
    • Yaruta Shevchuk
    • Anna Azizova
    2018-10-13
    https://doi.org/10.14419/ijet.v7i4.8.27285
  • rain water infiltration basin, . sewerage system, . regulation of stormwater, urban areas
  • Measures of flooding process on urban areas, urban stormwater sewerage systems and methods regulation of stormwater need to be rectification. The method of temporary interception stormwater at places of their precipitation with infiltration basins is reviewed.

    Infiltration basins are used to reduce the peak load on existing stormwater sewerage facilities, prevent the causes of flooding by stormwater. The processes of stormwater formation on urban areas is analyzed. Analytical dependencies for the hydrograph construction of flow through sewers and their inflow to the accumulation points were obtained. Conditions for the regulation of stormwater on urban areas with its partial flow and temporary interception on infiltration basins are determined. A refined exponent formula with a coefficient taking into account the filling of the pipeline for hydraulic and optimization calculations of pressure and non-pressure sewerage pipelines are proposed. Numerical values of coefficients and exponent of the specified formula for Ukrainian normative indicators of working conditions and calculations of sewerage pipelines are obtained. The full expediency of the refined power formula for practical use has been confirmed. The application of this formula for calculations of the compatible work of the pipelines and joint operation with the stormwater regulating construction to calculate the work of sewerage networks in the pressure and non-pressure conditions and identify possible areas of flooding with location of infiltration basins there.

     

     

     
  • References

    1. [1] DBN V.2.5-75:2013 (2013). Kanalizatsiia. Zovnishni merezhi ta sporudy. Osnovni polozhennia proektuvannia. [Sewerage. External networks and facilities. The main principles of the design], Kyiv, Minrehionbud Ukrainy, 211 p. [in Ukrainian]

      [2] DSTU-N B V.1.1-38:2016 (2017). Nastanova shchodo inzhenernoho zakhystu terytoriy, budivelʹ i sporud vid pidtoplennya ta za-toplennya. [Guidelines engineering protection of the territory, building and structure from water logging and flooding.], Kyiv, Minrehion Ukrainy, 198 p. [in Ukrainian]

      [3] DSTU-N B V.2.5-61:2012 (2012). Nastanova z ulashtuvannya system poverkhnevoho vodovidvedennya. [Guidelines installation of storm drainage systems], Kyiv, Minrehion Ukrainy, 30 p. [in Ukrainian]

      [4] Alekseev M., Kurhanov A. (2000) Orhanyzatsyia otvedenyia poverkhnostnoho (dozhdevoho y taloho) stoka s urbanyzyrovannykh terrytoryi [Organization of runoff (rainfall and snowmelt) disposal from urban areas]. Moscow: Publishing ASB; 352 p. [in Russian]

      [5] Dikarevsky V., Kurganov A., Nechaev A. & Alekseev M. (1990), Otvedeniye i ochistka poverkhnostnykh stochnykh vod [Withdrawal and treatmening of surface wastewater]: a textbook for high schools, Leningrad, 224 p [in Russian].

      [6] Zhuk V.M. (2011) Suchasni systemy upravlinnya doshchovym stokom na zabudovanykh terytoriyakh [Modern systems management of stormwater in built-up areas]. Scientific and Technical Periodical of KNUCA. Problems of water supply, sewerage and hydraulics, Issue 17. Kiev, pp. 26-31.

      [7] Konstantinov Yu.M, Gizha O.O. (2006) Inzhenerna hidravlika [Engineering Hydraulics]. Publishing House "Word", Kyiv, 432 p.

      [8] Lukinnyh A.A., Lukinnyh M.A. (1987) Tablitsy dlya gidravlicheskogo rascheta kanalizatsionnykh setey i dyukerov po formulakh N.N. Pavlovskogo [Tables for the hydraulic calculation of sewage networks and ducers according to the academician's formula NN Pavlovsky]. Stroyizdat. Moscow, 159 p. [in Russian]

      [9] Matlay I.I. (2013) Udoskonalennya metodiv rozrakhunku hidrohrafiv prytoku doshchovykh stichnykh vod [Improvement of the methods calculating of the hydrographs of flow stormwater]. Author's abstract of dis. Candidate of Technical Sciences : 05.23.16. Rivne, 20 p. [in Ukrainian]

      [10] GDR report (2013) Provedennya doslidzhenʹ shchodo propusknoyi spromozhnosti system poverkhnevoho vodovidvedennya v suchasnykh pryrodnykh umovakh [Conducting studies of the capacity of surface drainage systems in modern natural conditions]. Kharkiv: DTsIK UkrVODGEO. 60 p. [in Ukrainian]

      [11] Tkachuk O., Salchuk V. & Oleksiyuk O. (2014) Otsinka prychyn zatoplennya kanalizovanykh miskykh terytoriy doshchovymy vodamy [Estimation of the causes of flooding of sewage urban areas by stormwater]. Bulletin NUWMNRU. Technical sciences 1 (65). Rivne, pp. 344 - 350. [in Ukrainian]

      [12] Tkachuk O., Shevchuk O. (2016) Konstruktyvni osoblyvosti infilʹtratsiynykh maydanchykiv z vodopronyknymy pokryttyamy [Design features of infiltration areas with permeable pavements]. Science and construction, Issue 1, SRICC. Kyiv, pp. 38-41. [in Ukrainian]

      [13] Tkachuk O., Shevchuk O. (2016) Umovy formuvannya drenazhnykh vytrat, shcho nadkhodyatʹ u systemu doshchovoho vodovidvedennya pislya infilʹtratsiynykh maydanchykiv [Forming conditions of drainage discharge that enter to the rain drainage system after infiltration areas]. Bulletin NUWMNRU. Technical sciences 1 (73). Rivne, pp. 100-105. [in Ukrainian]

      [14] Tkachuk O., Yaruta Ya. (2017) Utochneni formuly dlya rozrakhunkiv truboprovodiv merezh vodovidvedennya [Updated formulas for calculations of pipelines of sewerage networks]. Periodical of the Odessa State Academy of Civil Engineering and Architecture. Issue 68. Odessa, pp. 165-172. [in Ukrainian]

      [15] Tkachuk O., Yaruta Ya. & Shuminsky V. (2016) Obgruntuvannya formul ta yikh parametriv dlya optymizatsiynykh rozrakhunkiv merezh doshchovoho vodovidvedennya [Justification of formulas and their parameters for the optimization calculations of networks of the rain sewerage]. Periodical of NUWEE. Technical sciences 4 (76). Rivne, pp. 259-267. [in Ukrainian]

      [16] Tkachuk S., Zhuk V. (2012) Rehuliuvannia doshchovoho stoku v systemakh vodovidvedennia [Stormwater regulation on drainage systems]. Lviv: Publishing Lviv Polytechnic, 216 p [in Ukrainian]

      [17] Yakovlev S., Karelin Ya., Zhukov A. & Kolobanov S. (2012) Kanalizatsiya [Sewerage]. Moscow, 633 p. [in Russian]

      [18] Ferguson B. Porous Pavement: Integrative studies in water management and land development. Boca Raton : CRC Press, 2005. 600 p.

      [19] Mays L. (2001) Storm water collection systems design hand book. McGraw-Hill Professional, 1008 p.

      [20] Królikowska J., Królikowski A. (2012) Wody opadowe. Odprowadzanie zagospodarowanie podczyszczanie. Wydawnictwo Seidel-Przywecki. Piaseczno, 115 s.

      [21] Rossman, LA (2007) Storm Water Management Model. User’s Manual. Version 5.0 : EPA/600/R 05/040. Water Supply and Water Resources Division, National Risk Management Research Laboratory, U.S. Environmental Protection Agency. Cincinnati, 265 p.

      [22] Tkachuk A., Pilipaka L., Azizova A. (2018) Optimization of City Water Supply Networks on Their Structural and Functional Analysis Base. International Journal of Engineering & Technology, â„– 7 (3.2), Ð . 680-685.

      [23] Weitman D., Weinberg A., Goo R. (2008) Reducing Storm water Costs through LID Strategies and Practices. Low Impact Development for Urban Ecosystem and Habitat Protection. Washington: American Society of Civil Engineers, Ð . 1-10.

  • Downloads

  • How to Cite

    Tkachuk, O., Yaruta, Y., Shevchuk, Y., & Azizova, A. (2018). Theoretical Bases of the Compatible Work of the Constraction of Stormwater Drainage Systems in the Regulation of Stormwater Runoff. International Journal of Engineering & Technology, 7(4.8), 432-439. https://doi.org/10.14419/ijet.v7i4.8.27285