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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">environment</journal-id><journal-title-group><journal-title xml:lang="ru">Природообустройство</journal-title><trans-title-group xml:lang="en"><trans-title>Prirodoobustrojstvo</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1997-6011</issn><publisher><publisher-name>РГАУ-МСХА имени К.А. Тимирязева</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26897/1997-6011-2022-5-52-59</article-id><article-id custom-type="elpub" pub-id-type="custom">environment-175</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>ГИДРОТЕХНИЧЕСКОЕ СТРОИТЕЛЬСТВО</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>HYDRAULIC ENGINEERING CONSTRUCTION</subject></subj-group></article-categories><title-group><article-title>Безопасность сооружений инженерной защиты долины реки Псекупс с учетом изменившихся во времени нагрузок и воздействий</article-title><trans-title-group xml:lang="en"><trans-title>Safety of the engineering protection facilities of the Psekups river valley taking into account time-varying loads and impacts</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>Волосухин</surname><given-names>В. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Volosukhin</surname><given-names>V. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>д-р техн. наук, профессор,</p><p>350044, г. Краснодар, ул. Калинина, 13</p></bio><bio xml:lang="en"><p>doctor of technical sciences, professor,</p><p>350044, Krasnodar, Kalinina str.13</p></bio><email xlink:type="simple">director@ibgts.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>Бандурин</surname><given-names>М. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Bandurin</surname><given-names>M. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>д-р техн. наук, доцент, декан факультета гидромелиорации,</p><p>350044, г. Краснодар, ул. Калинина, 13</p></bio><bio xml:lang="en"><p>doctor of technical sciences, associate professor, dean of the faculty of hydro reclamation,</p><p>350044, Krasnodar, Kalinina str.13</p></bio><email xlink:type="simple">chepura@mail.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>Приходько</surname><given-names>И. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Prikhodko</surname><given-names>I. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, доцент, заведующий кафедрой,</p><p>350044, г. Краснодар, ул. Калинина, 13</p></bio><bio xml:lang="en"><p>candidate of technical sciences, associate professor, head of the department of construction and operation of water management facilities,</p><p>350044, Krasnodar, Kalinina str.13</p></bio><email xlink:type="simple">prihodkoigor2012@yandex.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>Вербицкий</surname><given-names>А. Ю.</given-names></name><name name-style="western" xml:lang="en"><surname>Verbitsky</surname><given-names>A. Yu.</given-names></name></name-alternatives><bio xml:lang="ru"><p>студент 1 курса магистратуры,</p><p>350044, г. Краснодар, ул. Калинина, 13</p></bio><bio xml:lang="en"><p>student of the 1st MA course,</p><p>350044, Krasnodar, Kalinina str.13</p></bio><email xlink:type="simple">trd.uncle@yandex.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Кубанский государственный аграрный университет имени И.Т. Трубилина</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Kuban state agrarian university named after I.T. Trubilin</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2022</year></pub-date><pub-date pub-type="epub"><day>20</day><month>01</month><year>2023</year></pub-date><volume>0</volume><issue>5</issue><fpage>52</fpage><lpage>59</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Волосухин В.А., Бандурин М.А., Приходько И.А., Вербицкий А.Ю., 2023</copyright-statement><copyright-year>2023</copyright-year><copyright-holder xml:lang="ru">Волосухин В.А., Бандурин М.А., Приходько И.А., Вербицкий А.Ю.</copyright-holder><copyright-holder xml:lang="en">Volosukhin V.A., Bandurin M.A., Prikhodko I.A., Verbitsky A.Y.</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://environment.timacad.ru/jour/article/view/175">https://environment.timacad.ru/jour/article/view/175</self-uri><abstract><p>Использованы геофизические исследования оградительной плотины долины р. Псекупс, позволившие уточнить границы инженерно-геологических элементов грунтов, определить динамические свойства плотины и основания, которые использованы при расчете оградительной плотины на сейсмические нагрузки. Следует отметить, что уровень воды в Краснодарском водохранилище существенно меняется в течение года. Минимальное значение его приходится, как правило, на осенне-зимний период, а максимальное – на весенний период. Это существенно влияет на величину фильтрационного расхода через тело оградительной плотины Краснодарского водохранилища в долине р. Псекупс и на положение кривой депрессии. Основная цель исследований – обосновать устойчивость оградительной плотины Краснодарского водохранилища в долине р. Псекупс после продолжительной эксплуатации и в связи с увеличением нормативной сейсмичности территории. Установлено, что расхождение одного из первых приближенных методов расчета устойчивости откосов по В. Фелениусу с выполненными в ходе проведенного исследования находится в пределах ошибки исходных данных, полученных в полевых условиях. Выполнено сопоставление результатов расчета с помощью программного комплекса, с использованием четырех наиболее признанных в научных, проектных и строительных организациях России методов: метода Крея, метода Терцаги, метода ВНИИГ , метода Можевитинова и метода по СП 39.13330.2012.</p></abstract><trans-abstract xml:lang="en"><p>The article uses geophysical studies of the protective dam of the valley of the river Psekups, which made it possible to clarify the boundaries of engineering-geological soil elements and determine the dynamic properties of the dam and foundation, which were used in the calculation of the barrier dam for seismic loads. It should be noted that the water level in the Krasnodar reservoir varies significantly throughout the year; its minimum value, as a rule, occurs in the autumn-winter period, and the maximum – in the spring, this significantly affects the value of seepage flow through the body of the protective dam of the Krasnodar reservoir in the valley of the river Psekups and on the position of the depression curve. The main purpose of the work is to substantiate the stability of the protective dam of the Krasnodar reservoir in the valley of the river Psekups after a long operation and due to an increase in the normative seismicity of the territory. It is established that the discrepancy of one of the first approximate methods for calculating the stability of slopes according to V. Felenius with those performed in the course of the study are within the error of the initial data obtained in the field a comparison of the calculation results using a software package using the four most recognized methods in scientific, design and construction organizations in Russia – the Cray method, the Terzaghi method, the VNIIG method, the Mozhevitinov method and the method according to SP 39.13330.2012 -was carried out. </p></trans-abstract><kwd-group xml:lang="ru"><kwd>водохозяйственный комплекс</kwd><kwd>устойчивость оградительной плотины</kwd><kwd>Краснодарское водохранилище</kwd><kwd>климатические изменения</kwd><kwd>математическое моделирование</kwd></kwd-group><kwd-group xml:lang="en"><kwd>water management complex</kwd><kwd>barrier dam stability</kwd><kwd>Krasnodar reservoir</kwd><kwd>climate change</kwd><kwd>mathematical modeling</kwd></kwd-group><funding-group><funding-statement xml:lang="ru">Работа выполнена при финансовой поддержке Российского научного фонда и Кубанского научного фонда (гранлт № 22-17-20001).</funding-statement><funding-statement xml:lang="en">The work was carried out with the fi nancial support of the Russian Science Foundation and the Kuban Science Foundation (grant No. 22-17-20001).</funding-statement></funding-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Многофакторные исследования гидротехнических сооружений со сроком эксплуатации более 25 лет: Программа многофакторных исследований ГТС. 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