<?xml version="1.0" encoding="utf-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "https://jats.nlm.nih.gov/publishing/1.3/JATS-journalpublishing1-3.dtd">
<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">75504</journal-id>
      <journal-title-group>
        <journal-title>Magazine of Civil Engineering</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Magazine of Civil Engineering</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2712-8172</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">10</article-id>
      <article-id pub-id-type="doi">10.18720/MCE.76.10</article-id>
      <title-group>
        <article-title>Critical section and critical depth in open flows finding device</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Устройство для нахождения критического сечения и критической глубины в открытых потоках</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Yerzhanova</surname>
            <given-names>Nurliza</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>nurliza66@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Mussin</surname>
            <given-names>Zhassulanbay</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>musin_jasulan@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Dzholdasov</surname>
            <given-names>Saparbek</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>Arnur_68@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Altynbekova</surname>
            <given-names>Aliya</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>kleo-14@mail.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">M.Kh. Dulaty Taraz State University</aff>
      <aff id="aff2">The Kazakh scientific research institute of water economy</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2017-12-25">
        <day>25</day>
        <month>12</month>
        <year>2017</year>
      </pub-date>
      <issue>8</issue>
      <issue-id pub-id-type="publisher-id">76</issue-id>
      <fpage>106</fpage>
      <lpage>114</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://engstroy.spbstu.ru/userfiles/files/2017/8(76)/10.pdf"/>
      <abstract xml:lang="en">
        <p>There is theoretically shown that pressure is equal to half of flow depth at state of speed flow, i.e .It is equal to half of critical depth. Knowing it, authors offer a device that is designed to finding critical section and critical depth in open flows which are defined by consecutive measurements of dynamic pressure and depth of flow by means of the device in various cross sections and section findings where the dynamic pressure is equal to a half of flow depth, and depth is critical depth, i.e. equality is observed. As a result of the use of such a device increases information density due to the direct determination of the critical section and the critical depth of flow and increase ease of operation.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>flow rate</kwd>
        <kwd>average speed</kwd>
        <kwd>dynamic head</kwd>
        <kwd>specific energy</kwd>
        <kwd>spitzen scale</kwd>
        <kwd>measuring needle</kwd>
        <kwd>Pitot tube</kwd>
        <kwd>stock</kwd>
        <kwd>critical section</kwd>
        <kwd>critical depth</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
