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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">nsojout</journal-id><journal-title-group><journal-title xml:lang="ru">Строительство: наука и образование</journal-title><trans-title-group xml:lang="en"><trans-title>Construction: Science and Education</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2305-5502</issn><publisher><publisher-name>ФГБОУ ВО «Национальный исследовательский Московский государственный строительный университет»</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.22227/2305-5502.2024.1.2</article-id><article-id custom-type="elpub" pub-id-type="custom">nsojout-153</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>Строительные конструкции. Основания и фундаменты. Технология и организация строительства. Проектирование зданий и сооружений. Инженерные изыскания и обследование зданий</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Building structures. Soils and foundations. Technology and organization of construction. Designing of buildings and constructions. Engineering survey and inspection of buildings</subject></subj-group></article-categories><title-group><article-title>Исследование наводнения в нижнем течении рек Сайгон – Донгнай</article-title><trans-title-group xml:lang="en"><trans-title>Flood study in the downstream of the rivers Sai Gon – Dong Nai</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-7167-7241</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Маркова</surname><given-names>И. М.</given-names></name><name name-style="western" xml:lang="en"><surname>Markova</surname><given-names>I. M.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Ирина Михайловна Маркова — кандидат технических наук, доцент кафедры гидравлики и гидротехнического строительства</p><p>129337, г. Москва, Ярославское шоссе, д. 26</p><p>РИНЦ ID: 378281, Scopus: 57205218160, ResearcherID: AAC-6662-2022</p></bio><bio xml:lang="en"><p>Irina M. Markova — Candidate of Technical Sciences, Associate Professor of the Department of Hydraulics and Hydraulic Engineering</p><p>26 Yaroslavskoe shosse, Moscow, 129337</p><p>ID RSCI: 378281, Scopus: 57205218160, ResearcherID: AAC-6662-2022</p></bio><email xlink:type="simple">markova@mgsu.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-4368-1582</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Хань</surname><given-names>Фан Хань</given-names></name><name name-style="western" xml:lang="en"><surname>Khanh</surname><given-names>Phan Khanh</given-names></name></name-alternatives><bio xml:lang="ru"><p>Фан Хань Хань — аспирант кафедры гидравлики и гидротехнического строительства</p><p>129337, г. Москва, Ярославское шоссе, д. 26</p><p>ResearcherID: HMD-3056-2023</p></bio><bio xml:lang="en"><p>Phan Khanh Khanh — postgraduate student of the Department of Hydraulics and Hydraulic Engineering</p><p>26 Yaroslavskoe shosse, Moscow, 129337</p><p>ResearcherID: HMD-3056-2023</p></bio><email xlink:type="simple">pkhanhkhanh@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru">Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ)<country>Россия</country></aff><aff xml:lang="en">Moscow State University of Civil Engineering (National Research University) (MGSU)<country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2024</year></pub-date><pub-date pub-type="epub"><day>30</day><month>03</month><year>2024</year></pub-date><volume>14</volume><issue>1</issue><fpage>24</fpage><lpage>44</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Маркова И.М., Хань Ф., 2024</copyright-statement><copyright-year>2024</copyright-year><copyright-holder xml:lang="ru">Маркова И.М., Хань Ф.</copyright-holder><copyright-holder xml:lang="en">Markova I.M., Khanh P.</copyright-holder><license 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.nso-journal.ru/jour/article/view/153">https://www.nso-journal.ru/jour/article/view/153</self-uri><abstract><sec><title>Введение</title><p>Введение. Район в нижнем течении рек Сайгон – Донгнай в целом, и г. Хошимин в частности, является крупным, быстро развивающимся экономическим центром Вьетнама. Он сталкивается со многими насущными проблемами, из которых нерешенными остаются нехватка жилья и наводнения. Приводятся результаты исследования наводнения в нижнем течении рек Сайгон – Донгнай.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. Область исследования — район нижнего течения рек Сайгон – Донгнай, где расположен г. Хошимин. Этот район граничит с дельтой Меконга на западе и Восточным морем на юго-востоке. На речной сток в районе исследования непосредственное влияние оказывает работа двух водохранилищ Зау Тиенг и Чи Ан, расположенных выше по течению. Используются модели MIKE 11, MIKE 21 и MIKE FLOOD для оценки площади и глубины затопления с противопаводковыми сооружениями и без них, что дает ориентир для каждого здания и зоны затопления.</p></sec><sec><title>Результаты</title><p>Результаты. Результаты расчетов показали, что ввод в эксплуатацию противопаводковых сооружений будет способствовать защите от наводнения центральных районов города, уменьшится площадь затопления, при этом затопление внешних территорий при работе гидротехнических сооружений возрастает.</p></sec><sec><title>Выводы</title><p>Выводы. Расчетное обоснование глубины для каждой зоны затопления и установка контрольных строительных отметок, необходимых для территориального планирования, могут стать научно обоснованным вкладом в работу городских органов планирования и управления строительством Хошимина при разработке мероприятий по минимизации ущерба от наводнения в ближайшем будущем. Отмечая, что противопаводковые сооружения не обеспечат гарантированную защиту территории Хошимина и прилегающих провинций от наводнений и затоплений, предложенные новые контрольные строительные отметки являются существенным научным вкладом в проекты территориального планирования при создании в нижнем течении речной системы Сайгон – Донгнай крупнейшего ультрасовременного центра Азиатско-Тихоокеанского региона.</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. The lower Sai Gon – Dong Nai area in general and Ho Chi Minh City in particular is a major economic and financial centre of Viet Nam, but faces many pressing problems, of which the unresolved are housing shortages and flooding. This paper presents the results of a study of flooding in the lower reaches of the rivers Sai Gon – Dong Nai.</p></sec><sec><title>Materials and methods</title><p>Materials and methods. This study uses the MIKE 11, MIKE 21 and MIKE FLOOD models to estimate the area and depth of flooding with and without flood control structures, providing a benchmark for each building and flood zone.</p></sec><sec><title>Results</title><p>Results. The calculation results showed that the commissioning of flood control structures will help protect the central areas of the city from flooding, the flood area will decrease, while the flooding of external areas during the operation of hydraulic structures increases.</p></sec><sec><title>Conclusions</title><p>Conclusions. Calculating the depth for each flood zone and establishing reference-building elevations necessary for spatial planning can provide scientific input to the Ho Chi Minh City planning and construction management authorities in developing measures to minimize flood damage in the near future.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>наводнения</kwd><kwd>нижнее течение рек Сайгон – Донгнай</kwd><kwd>водохранилище Зау Тиенг</kwd><kwd>водохранилище Чи Ан</kwd><kwd>MIKE 11</kwd><kwd>MIKE 21 и MIKE FLOOD</kwd></kwd-group><kwd-group xml:lang="en"><kwd>floods</kwd><kwd>downstream of the rivers Sai Gon – Dong Nai</kwd><kwd>Dau Tieng Reservoir</kwd><kwd>Tri An Reservoir</kwd><kwd>MIKE 11</kwd><kwd>MIKE 21 and MIKE FLOOD</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">Маркова И.М., Хань Ф. 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