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  <title>DSpace Collection:</title>
  <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/46" />
  <subtitle />
  <id>http://localhost:8080/xmlui/handle/123456789/46</id>
  <updated>2026-04-13T15:27:39Z</updated>
  <dc:date>2026-04-13T15:27:39Z</dc:date>
  <entry>
    <title>Optimisation de la largeur en crête des petits barrages et retenues collinaires</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/438" />
    <author>
      <name>Amara, Fatma</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/438</id>
    <updated>2023-05-24T09:57:37Z</updated>
    <published>2018-01-01T00:00:00Z</published>
    <summary type="text">Titre: Optimisation de la largeur en crête des petits barrages et retenues collinaires
Auteur(s): Amara, Fatma
Résumé: The crest width of the small dams is estimated by the different existing formulas &#xD;
which mainly depend on the height of the reservoir. In most cases, these formulas give&#xD;
controversial results which lead to a disagree between the project owner, the engineers and the&#xD;
designers. This study aims to develop a consensual approach by performing a calculation code&#xD;
on small dams in northern part of Algeria, initially based on empirical formulas, which let to&#xD;
identify several mathematical relationships. A comparative analysis based on various&#xD;
significant parameters allowed defining an optimal relation to guide managers’ decisions to&#xD;
choose the crest width dimension.</summary>
    <dc:date>2018-01-01T00:00:00Z</dc:date>
  </entry>
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