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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">maplants</journal-id><journal-title-group><journal-title xml:lang="ru">Машины и установки: проектирование, разработка и эксплуатация</journal-title><trans-title-group xml:lang="en"><trans-title>Machines and Plants: Design and Exploiting</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2412-592X</issn><publisher><publisher-name>МОО "Стратегия объединения"</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">maplants-20</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>ТЕПЛОВЫЕ ДВИГАТЕЛИ, ГИДРАВЛИЧЕСКИЕ МАШИНЫ, АППАРАТЫ ХОЛОДИЛЬНОЙ И КРИОГЕННОЙ ТЕХНИКИ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>HEAT ENGINES, HYDRAULIC MACHINES, REFRIGERATING AND CRYOGENIC EQUIPMENT</subject></subj-group></article-categories><title-group><article-title>Значимость математического моделирования работы крупных насосных станций</article-title><trans-title-group xml:lang="en"><trans-title>The Importance of Computational Modeling of Large Pumping Stations</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Божьева</surname><given-names>С. М.</given-names></name><name name-style="western" xml:lang="en"><surname>Bozh'eva</surname><given-names>S. M.</given-names></name></name-alternatives><bio xml:lang="en"><p>Moscow</p></bio><email xlink:type="simple">svetlana@pump.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Ломакин</surname><given-names>В. О.</given-names></name><name name-style="western" xml:lang="en"><surname>Lomakin</surname><given-names>V. O.</given-names></name></name-alternatives><bio xml:lang="en"><p>Moscow</p></bio><email xlink:type="simple">lomakin_vladimir@list.ru</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>ЗАО «Водоснабжение и водоотведение»</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Company "Water Supply and Sanitation"</institution><country>Russian Federation</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru"><institution>МГТУ им. Н.Э. Баумана</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Bauman Moscow State Technical University</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2015</year></pub-date><pub-date pub-type="epub"><day>17</day><month>06</month><year>2016</year></pub-date><volume>0</volume><issue>4</issue><fpage>53</fpage><lpage>75</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Божьева С.М., Ломакин В.О., 2016</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="ru">Божьева С.М., Ломакин В.О.</copyright-holder><copyright-holder xml:lang="en">Bozh'eva S.M., Lomakin V.O.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.maplants-journal.ru/jour/article/view/20">https://www.maplants-journal.ru/jour/article/view/20</self-uri><abstract><p>Приводится современный подход к проектированию крупных насосных станций. Описывается конструктивное оформление заглубленной станции диаметром 26 метров, глубиной 13 метров, с погружными насосными агрегатами. Представлены результаты гидродинамического моделирования (CFD) конкретного объекта. Проводится анализ разработанной проектом приемной камеры с целью определения возможных проблем при эксплуатации насосной станции и предлагаются меры для улучшения условий ее работы. Приведено сравнение расчета минимальных уровней воды в насосных станциях по эмпирическим зависимостям и с помощью метода вычислительной гидродинамики. Обосновано применение гидродинамического моделирования для проверки и корректировки проектов крупных насосных станций как значительно более точного инструмента по сравнению с эмпирическими формулами, учитывающего все особенности объекта. DOI: 10.7463/aplts.0415.0812368</p></abstract><trans-abstract xml:lang="en"><p>The article presents main design and structure principles of pumping stations. It specifies basic requirements for the favorable hydraulic operation conditions of the pumping units. The article also describes the designing cases, when computational modeling is necessary to analyse activity of pumping station and provide its reliable operation. A specific example of the large pumping station with submersible pumps describes the process of computational modeling of its operation. As the object of simulation was selected the underground pumping station with a diameter of 26 m and a depth of 13 m, divided into two independent branches, equipped with 8 submersible pumps. The objective of this work was to evaluate the effectiveness of the design solution by CFD methods, to analyze the design of the inlet chamber, to identify possible difficulties with the operation of the facility. In details are described the structure of the considered pumping station and applied computational models of physical processes. The article gives the detailed formulation of the task of simulation and the methods of its solving and presents the initial and boundary conditions. It describes the basic operation modes of the pumping station. The obtained results were presented as the flow patterns for each operation mode with detailed explanations. Data obtained as a result of CFD, prove the correctness of the general design solutions of the project. The submersible pump operation at the minimum water level was verified, was confirmed a lack of vortex formation as well as were proposed measures to improve the operating conditions of the facility. In the inlet chamber there are shown the stagnant zones, requiring separate schedule of cleaning. The measure against floating debris and foam was proposed. It justifies the use of computational modeling (CFD) for the verifying and adjusting of the projects of large pumping stations as a much more precise tool that takes into account all the features of the object compared to the empirical formulas.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>вычислительная гидродинамика</kwd><kwd>насосная станция</kwd><kwd>погружной насос</kwd><kwd>приемная камера</kwd><kwd>выравнивание потока</kwd><kwd>минимальный уровень воды</kwd><kwd>застойные зоны</kwd><kwd>воронкообразование</kwd></kwd-group><kwd-group xml:lang="en"><kwd>pumping station</kwd><kwd>submersible pump</kwd><kwd>inlet chamber</kwd><kwd>CFD</kwd><kwd>flow alignment</kwd><kwd>minimum water level</kwd><kwd>stagnant zones</kwd><kwd>vortex formation</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Березин С.Е. Насосные станции с погружными насосами. 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