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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">geomorf</journal-id><journal-title-group><journal-title xml:lang="ru">Геоморфология и палеогеография</journal-title><trans-title-group xml:lang="en"><trans-title>Geomorfologiya i Paleogeografiya</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2949-1789</issn><issn pub-type="epub">2949-1797</issn><publisher><publisher-name></publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">geomorf-3485</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>Методика научных исследований</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Scientific Research Methods</subject></subj-group></article-categories><title-group><article-title>Модель для расчета морфометрии стабильного оврага</article-title><trans-title-group xml:lang="en"><trans-title>Model for calculation of stabilized gully morphology</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>Сидорчук</surname><given-names>А. Ю.</given-names></name><name name-style="western" xml:lang="en"><surname>Sidorchouk</surname><given-names>A. Yu.</given-names></name></name-alternatives><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff xml:lang="ru" id="aff-1"><institution>Московский государственный университет имени М.В.Ломоносова, географический факультет</institution><country>Russian Federation</country></aff><pub-date pub-type="collection"><year>1998</year></pub-date><pub-date pub-type="epub"><day>18</day><month>12</month><year>2023</year></pub-date><volume>0</volume><issue>2</issue><fpage>43</fpage><lpage>52</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Сидорчук А.Ю., 2023</copyright-statement><copyright-year>2023</copyright-year><copyright-holder xml:lang="ru">Сидорчук А.Ю.</copyright-holder><copyright-holder xml:lang="en">Sidorchouk 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://geomorphology.igras.ru/jour/article/view/3485">https://geomorphology.igras.ru/jour/article/view/3485</self-uri><abstract><p>For taking erosion-control measures the maximum final size of gully is important. Static model for calculating the longitudinal and transversal profiles is proposed. Gully is supposed to be stabile, formed in cohesive ground, the stream velocity - to be higher than critical one, at which accumulation of little particles begins, and at the same time to be lower than the scouring rate. In the model the whole range of water discharge is taken into account. The corresponding computer program has been compiled.</p></abstract><trans-abstract xml:lang="en"><p>For taking erosion-control measures the maximum final size of gully is important. Static model for calculating the longitudinal and transversal profiles is proposed. Gully is supposed to be stabile, formed in cohesive ground, the stream velocity - to be higher than critical one, at which accumulation of little particles begins, and at the same time to be lower than the scouring rate. In the model the whole range of water discharge is taken into account. The corresponding computer program has been compiled.</p></trans-abstract></article-meta></front><back><ref-list><title>References</title></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
