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<article article-type="research-article" dtd-version="1.3" xml:lang="en">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">5</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.11.5</article-id>
      <title-group>
        <article-title>Hydraulic size, as the main characteristic in calculating sump</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Гидравлическая крупность - основная характеристика при расчете отстойников</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Babenko</surname>
            <given-names>Anastasia</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>nastia_babenko@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Strelez</surname>
            <given-names>Irina</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>stroikursi@mail.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2013-06-17">
        <day>17</day>
        <month>06</month>
        <year>2013</year>
      </pub-date>
      <issue>6</issue>
      <issue-id pub-id-type="publisher-id">11</issue-id>
      <fpage>34</fpage>
      <lpage>42</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2013/6(11)/5_babenko_strelez_11.pdf"/>
      <abstract xml:lang="en">
        <p>A problem of sewage pollution is described in the article. At the moment, there are many ways to purify water. The most rational of them - upholding waste water in various reservoirs. To select the optimum sump need to calculate it for efficiency. The main parameter of calculation – is hydraulic size. The paper present methods for calculating sedimentation tanks and methods for determining the hydraulic size</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>hydraulic size</kwd>
        <kwd>methods of purification</kwd>
        <kwd>sumps</kwd>
        <kwd>Stokes formula</kwd>
        <kwd>assumptions Stokes settling efficiency</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
