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- WATER SUPPLY, SEWERAGE, BUILDING SYSTEMS OF WATER RESOURCES PROTECTION
- Prevention Of The Stormwater Pumping Station Silting-Up
- UDC 628.292
doi: 10.33622/0869-7019.2022.05.72-78
Sviatoslav V. FEDOROV, svyatoslavfedorov@mail.ru
Iurii V. STOLBIKHIN, stolbikhin@bk.ru
Vladimir V. SHABALIN, vvshabalin@mail.ru
Saint Petersburg State University of Architecture and Civil Engineering, 2-ya Krasnoarmeyskaya ul., 4, St. Petersburg 190005, Russian Federation
Abstrct. During the commissioning of a new sewage pumping station at an industrial enterprise, the operation service encountered the problem of heavy silting-up of the station storage tank with sand coming from the rain network of the enterprise. Concentration of sand exceeded permissible for the main pumps, which leads to rapid wear of the impeller and the internal cavities of the unit, as well as to abrasion of the pressure pipeline. During the start-up and commissioning of the pumping station, the station storage tank was filled with water from the network and then its complete pumping out by the pumps was performed. After that, in the tank, at the maintenance site, the bottom surfaces, the sump pit and pumps were visually examined. To solve this problem, a guide partition was proposed inside the tank and the placement of a sand pump intercepting the flow of sand-pulp when water moves to the main pumps. Using mathematical modeling of the pumping station tank, two variants, with and without a partition, were investigated. As simulation results, the distribution fields of the volume fraction of the sand-pulp at the bottom and in the sump pit of the storage tank were obtained. The presence of a partition made it possible to exclude the accumulation of sand in the tank and its entry into the pumping pit with a high concentration and redirect the flow to the pumps from the end side of the pit, where a separate section was allocated for the sand pump. Thus, the movement of water and sand was intercepted by a sand pump before approaching the main units. This solution made it possible to protect pumps with minimal costs in a short time.
Keywords: pumping station, industrial enterprise, rain network, sand, sand-pulp, modelling - REFERENCES
1. Rinas M., Trдnckner J., Koegst T. Sedimentation of raw sewage: investigations for a pumping station in Northern Germany under energy-efficient pump control [Исследование насосной станции на севере Германии с учетом мероприятий по повышению энергоэффективности насосных агрегатов"]. Water, 2019, no. 11, p. 40. doi: 10.3390/w11010040
2. Dong J., Qian Z., Thapa B. S. et al. Alternative design of double-suction centrifugal pump to reduce the effects of silt erosion [Альтернативная конструкция центробежного насоса двухстороннего входа для уменьшения последствий эрозии от истирания взвешенными частицами]. Energies, 2019, no. 12(1), p. 158. doi: 10.3390/en12010158
3. Nalluri C., Ghani A. A., El-Zaemey A. Sediment transport over deposited beds in sewers [Движение наносов по отложениям в канализационных коллекторах]. Water Science and Technology, 1994, no. 29, pp. 125-133.
4. Armstrong A., Quinton J. N. Pumped rainfall simulators: the impact of rain pulses on sediment concentration and size [Установки имитации осадков с использованием насосов: влияние пульсации дождевых расходов на концентрацию и размер взвешенных частиц]. Earth Surface Processes and Landforms, 2009, no. 34, pp. 1310-1314. doi: 10.1002/esp.1810
5. Ashley R., Bertrand-Krajewski J.-L., Hvitved-Jacobsen T. Sewer solids - 20 years of investigation [Твердые частицы в канализации - 20 лет исследований]. Water Science and Technology, 2005, vol. 52, no. 3, pp. 73-84.
6. Banasiak R. Hydraulic performance of sewer pipes with deposited sediments [Гидравлические характеристики канализационных труб с отложениями]. Water Science and Technology, 2008, no. 57(11), pp. 1743-1748. doi: 10.2166/wst.2008.287
7. Tang Y., Zhu D. Z. Sediment depositions in a submerged storm sewer pipe [Отложения осадка в затопленной трубе ливневой канализации]. Journal of Environmental Engineering, 2020, no. 146(10). doi: 10.1061/(ASCE)EE.1943-7870.0001799
8. Xu Z., Wu J., Li H. et al. Different erosion characteristics of sediment deposits in combined and storm sewers [Различные эрозионные характеристики отложений в комбинированной и ливневой канализации]. Water Science and Technology, 2017. doi: 10.2166/wst.2017.076
9. Rakhmatov N., Nazaraliev D., Uljaev F., Sapaeva M., Jumanov O. Improving the efficiency of lead exploitation pumping station channels [Повышение эффективности эксплуатации каналов насосных станций]. IOP Conference Series: Materials Science and Engineering, 2020, no. 883, p. 012009. doi: 10.1088/1757-899X/883/1/012009
10. Urishev B., Eshev S., Nosirov F., Kuvatov F. A device for reducing the siltation of the front chamber of the pumping station in irrigation systems [Устройство для уменьшения заиливания приемной камеры насосной станции в оросительных системах]. E3S Web of Conferences, 2021, no. 274, p. 03001. doi: 10.1051/e3sconf/202127403001
11. Nasr A., Yang F., Zhang Y. et al. Analysis of the flow pattern and flow rectification measures of the side-intake forebay in a multi-unit pumping station [Анализ структуры и мер по выпрямлению потока в боковой приемной камере насосной станции]. Water, 2021, no. 13, p. 2025. doi: 10.3390/w13152025
12. Verhoeven R., Huygens M., Van Poucke L. et al. Design of a smart sand trap construction as a part of an interregional environmental study [Проектирование умной конструкции пескоуловителя в рамках межрегионального экологического исследования]. Transactions on Engineering Sciences, 1996, vol. 9, pp. 223-232.
13. Skibo D., Kunitsyn A., Chupin V. Analysis of the wastewater treatment device for the damper tank of sewage pumping stations [Анализ устройства для очистки сточных вод для снижения нагрузки по взвешенным веществам на резервуар канализационных насосных станций]. IOP Conference Series: Earth and Environmental Science, 2021, no. 751, p. 012124. doi: 10.1088/1755-1315/751/1/012124
14. Poos T. 3D parametric modeling of a sewage pumping station with separation of solids [3D-параметрическое моделирование канализационной насосной станции с отделением твердых частиц]. Conference: VIII International Scientific Congress - INNOVATIONS, 2021, pp. 39-42.
15. Clark P. B., McCann E. J., Hallowes G. R., Spence S. Bandra pumping station, Bombay: re-design of Bandra [Насосная станция Бандра, Бомбей: реконструкция Бандры]. Journal of Water Supply: Research and Technology-Aqua, 2001, no. 50(2), pp. 61-68.
16. Ding Y., Li T. C., Liu X. Q. et al. Model test research on effect of flow accelerating board in a pumping station [Модельное тестовое исследование влияния направляющих перегородок на ускорение потока в насосной станции]. 3rd International Conference on Applied Materials and Manufacturing Technology (ICAMMT 2017). June 23-25, 2017, Changsha, China. IOP Conference Series: Materials Science and Engineering, 2017, vol. 242, p. 012048. doi: 10.1088/1757-899X/242/1/012048
17. Ashley R., Fraser A., Burrows R., Blanksby J. The management of sediment in combined sewers [Регулирование количества отложений в общесплавных канализационных коллекторах]. Urban Water, 2000, no. 2, pp. 263-275.
18. Gopaliya K. M., Kaushal D. R. Modeling of soil-water slurry flow through horizontal pipe using CFD [Моделирование потока почвенно-водной суспензии по горизонтальной трубе с использованием конечно-элементного анализа]. Journal of Hydrology and Hydromechanics, 2016, no. 64, pp. 261-272. doi: 10.1515/johh-2016-0027
19. Song Y. H., Yun R., Lee E. H., Lee J. H. Predicting sedimentation in urban sewer conduits [Прогнозирование отложения осадков в городских канализационных каналах]. Water, 2018, no. 10, p. 462. doi: 10.3390/w10040462
20. Ramalingam K., Xanthos S., Gong M. et al. Critical modeling parameters identified for 3D CFD modeling of rectangular final settling tanks for New York City wastewater treatment plants [Критические параметры моделирования, определенные для 3D-моделирования методом конечно-элементного анализа вторичных горизонтальных отстойников для очистных сооружений Нью-Йорка]. Water Science and Technology, 2012, 65.6. doi: 10.2166/wst.2012.944 - For citation: Fedorov S. V., Stolbikhin Iu. V., Shabalin V. V. Prevention of the Stormwater Pumping Station Silting-Up. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2022, no. 5, pp. 72-78. (In Russ.). doi: 10.33622/0869-7019.2022.05.72-78
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