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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">sibadi</journal-id><journal-title-group><journal-title xml:lang="ru">Научный рецензируемый журнал "Вестник СибАДИ"</journal-title><trans-title-group xml:lang="en"><trans-title>The Russian Automobile and Highway Industry Journal</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2071-7296</issn><issn pub-type="epub">2658-5626</issn><publisher><publisher-name>The Siberian State Automobile and Highway University</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26518/2071-7296-2018-5-686-697</article-id><article-id custom-type="elpub" pub-id-type="custom">sibadi-746</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>ТРАНСПОРТ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>TRANSPORT</subject></subj-group></article-categories><title-group><article-title>МЕТОДИКА РАСЧЕТА ВЫБРОСОВ ЗАГРЯЗНЯЮЩИХ ВЕЩЕСТВ ДЛЯ НЕСТАЦИОНАРНЫХ ТРАНСПОРТНЫХ ПОТОКОВ</article-title><trans-title-group xml:lang="en"><trans-title>METHODOLOGY FOR THE CALCULATION OF EMISSIONS FOR NON-STATIONARY TRANSPORT FLOW</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-0897-6759</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Парсаев</surname><given-names>Е. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Parsaev</surname><given-names>E. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Парсаев Евгений Вячеславович – старший преподаватель кафедры «Организация и безопасность движения».</p><p>644080, Омск, Мира,5</p></bio><bio xml:lang="en"><p>Parsaev Evgeny Vyacheslavovich – Senior Lecturer of the Organization and Security of the Movement Department.</p></bio><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-1569-8136</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Малюгин</surname><given-names>П. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Malyugin</surname><given-names>P. N.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Малюгин Павел Николаевич – кандидат технических наук, доцент кафедры «Организация и безопасность движения».</p><p>644080, Омск, пр. Мира,5</p></bio><bio xml:lang="en"><p>Malyugin Pavel Nikolaevich – Candidate of Technical Sciences, Associate Professor of the Organization and Security of the Movement Department.</p><p>644080, Omsk, 5, Mira Ave.</p></bio><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-8012-8511</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Тетерина</surname><given-names>И. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Teterina</surname><given-names>I. A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Тетерина Ирина Алексеевна – кандидат технических наук, научный сотрудник научно-исследовательского отделаю.</p></bio><bio xml:lang="en"><p>Teterina Irina Alekseevna – Candidate of Technical Science, Researcher of the Scientific Research Department.</p></bio><email xlink:type="simple">iateterina@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>ФГБОУ ВО СибАДИ</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Siberian State Automobile and Highway University</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2018</year></pub-date><pub-date pub-type="epub"><day>11</day><month>11</month><year>2018</year></pub-date><volume>15</volume><issue>5</issue><fpage>686</fpage><lpage>697</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Парсаев Е.В., Малюгин П.Н., Тетерина И.А., 2018</copyright-statement><copyright-year>2018</copyright-year><copyright-holder xml:lang="ru">Парсаев Е.В., Малюгин П.Н., Тетерина И.А.</copyright-holder><copyright-holder xml:lang="en">Parsaev E.V., Malyugin P.N., Teterina I.A.</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://vestnik.sibadi.org/jour/article/view/746">https://vestnik.sibadi.org/jour/article/view/746</self-uri><abstract><sec><title>Введение</title><p>Введение. Для оценки качества организации дорожного движения по экологическим показателям интерес представляют две методики из пяти действующих на территории РФ нормативных документов, которые учитывают параметры транспортного потока, влияющие на объем выбросов загрязняющих веществ. Таким параметром выступает средняя скорость движения. В реальных условиях на городских магистралях встречаются участки, где транспортный поток осуществляет движение неравномерно (торможение, разгон, остановка), что влечет за собой увеличение количества выбросов загрязняющих веществ от автотранспорта. При этом данная неравномерность движения во многом обусловлена существующей организацией дорожного движения (ОДД) на отдельных элементах улично-дорожной сети (УДС). Это является основанием разработки методики расчета выбросов загрязняющих веществ для оценки качества ОДД, учитывающей неравномерность движения транспортного потока.</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. В данной работе предлагается в расчетах выбросов загрязняющих веществ от транспортных потоков учитывать среднюю скорость движения на тех участках магистрали, где поток движется стационарно, а на элементах магистрали, где поток нестационарный – учитывать дополнительные выбросы. Дополнительный выброс загрязняющих веществ от транспортного потока следует рассматривать по отдельности, в случаях если автомобили выполняли остановку (присутствуют режимы замедления, холостой ход и разгон), и ситуацию, когда автомобили подвергаются задержке, но не останавливаются (замедление и разгон).</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. Two methods among five in regulatory documents of the Russian Federation can be interested for assessing the quality of traffic management by environmental indicators. Only such methods take into account the parameters of the traffic flow that affect the volume of emissions. The parameter influencing the results of calculations in both methods is an average motion speed. Moreover, there are areas on urban highways, where traffic moves unevenly (braking, dispersal, stopping). Therefore, such factor entails an increase in the volume of emissions from vehicles. At the same time, this uneven movement is largely due to the existing organization of traffic (TO) on certain elements of the street-road network (SRN). Accordingly, the method for calculating pollutant emissions to assess the quality of TO, which take into account the unevenness of traffic flow, should be developed.</p></sec><sec><title>Materials and methods</title><p>Materials and methods. The paper proposes to take into account the average speed of traffic in those parts, where the traffic flow moves stationary, and on the elements of the main traffic line, where the traffic flow is non-stationary, and to take into account additional emissions. Moreover, the additional emission from the traffic flow should be considered separately in the following cases: if the cars stop (there are deceleration modes, idling and acceleration) and in the situation, when cars decrease their speed (slowdown and acceleration).</p></sec><sec><title>Results</title><p>Results. As a result, the difference between calculations of carbon monoxide emissions by the proposed method and by the GOST methodology is 57%, and for emissions of nitrogen oxides is 94%.</p><p>Discussion and conclusion. The proposed methodology allows accurately assessing the quality of the TO on the section of the urban highway and its individual elements on environmental indicators. In addition, the proposed methodology would allow carrying out calculations for the evaluation of road traffic projects and activities, which aim to reduce the harmful impact of traffic on the environment of the highway areas.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>организация дорожного движения</kwd><kwd>загрязнение атмосферного воздуха</kwd><kwd>транспортный поток</kwd><kwd>методика расчетов</kwd><kwd>выбросы загрязняющих веществ</kwd><kwd>автомобильный транспорт</kwd><kwd>городская магистраль</kwd></kwd-group><kwd-group xml:lang="en"><kwd>traffic management</kwd><kwd>air pollution</kwd><kwd>traffic flow</kwd><kwd>calculation methodology</kwd><kwd>emissions</kwd><kwd>road transport</kwd><kwd>urban highway</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">Экологическая безопасность транспортных потоков / А.Б. Дьяков, Ю.В. Игнатьев, Е.П. 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