<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:dc="http://purl.org/dc/elements/1.1/" version="2.0">
  <channel>
    <title>DSpace Collection:</title>
    <link>http://archives.univ-biskra.dz/handle/123456789/4184</link>
    <description />
    <pubDate>Mon, 06 Apr 2026 22:43:38 GMT</pubDate>
    <dc:date>2026-04-06T22:43:38Z</dc:date>
    <item>
      <title>DECISION SUPPORT SYSTEM FOR THE MANAGEMENT AND MAINTENANCE OF SEWER NETWORKS</title>
      <link>http://archives.univ-biskra.dz/handle/123456789/4344</link>
      <description>Titre: DECISION SUPPORT SYSTEM FOR THE MANAGEMENT AND MAINTENANCE OF SEWER NETWORKS
Auteur(s): BOUAMRANE A; BOUZIANE M.T; BOUTEBBA K
Résumé: This paper aims to develop a decision support tool to provide solutions to the&#xD;
problems of sewer networks management/maintenance in order to assist the&#xD;
manager to sort sections upon priority of intervention by taking account of the&#xD;
technical, economic, social and environmental standards as well as the&#xD;
managers’ strategy. This solution uses the Analytic Network Process&#xD;
(ANP)developed by Thomas Saaty, coupled with a set of tools for modelling&#xD;
and collecting integrated data from a geographic information system (GIS). It&#xD;
provides to the decision maker a tool adapted to the reality on the ground and&#xD;
effective in usage compared to the means and objectives of the manager.</description>
      <pubDate>Wed, 26 Nov 2014 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://archives.univ-biskra.dz/handle/123456789/4344</guid>
      <dc:date>2014-11-26T00:00:00Z</dc:date>
    </item>
    <item>
      <title>AIDE A LA DECISION POUR L’OPTIMISATION DE LA GESTION DES RESEAUX D’ALIMENTATION EN EAU POTABLE</title>
      <link>http://archives.univ-biskra.dz/handle/123456789/4343</link>
      <description>Titre: AIDE A LA DECISION POUR L’OPTIMISATION DE LA GESTION DES RESEAUX D’ALIMENTATION EN EAU POTABLE
Auteur(s): BOUTEBBA K; BOUZIANE M.T; BOUAMRANE A
Résumé: In this article ,we propose an Assistance prototype for an interactive decision to&#xD;
manage the rehabilitation of potable water and to reduce the difficulties and&#xD;
complexities of managing intervention’s operations taking into account several&#xD;
criteria that are distributed according to axes in relation with the objectives of&#xD;
sustainable development manager .The model consists of combining a set of&#xD;
tools and approach such as Geographic Information Systems (GIS), multicriteria&#xD;
analysis, as well as modelling tools operation to provide a lot of information that enables decision makers to have a strategic vision on the shares&#xD;
of maintenance and to advanced expertise.</description>
      <pubDate>Wed, 26 Nov 2014 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://archives.univ-biskra.dz/handle/123456789/4343</guid>
      <dc:date>2014-11-26T00:00:00Z</dc:date>
    </item>
    <item>
      <title>THE COLLECTING OF GROUNDWATER BY THE QANATS: A MILLENNIUM TECHNIQUE DECAYING</title>
      <link>http://archives.univ-biskra.dz/handle/123456789/4206</link>
      <description>Titre: THE COLLECTING OF GROUNDWATER BY THE QANATS: A MILLENNIUM TECHNIQUE DECAYING
Auteur(s): REMINI B; KECHAD R; ACHOUR B
Résumé: On the Iranian origin, technical qanats are an ancestral hydraulic system is to&#xD;
capture and drain the water from groundwater to the gardens. 3000 years old,&#xD;
this technique has allowed man to move from a system of water collection&#xD;
based on animal or human effort a low performance a system of underground&#xD;
galleries that drains the groundwater to the surface of soil without effort and&#xD;
with high efficiency.&#xD;
The present study shows that the technique of qanats under different&#xD;
appellations (foggaras, Qanat Khettara, Falaj ...) was performed in 52 arid and&#xD;
semi-arid. Unfortunately, this technique was originally development of several&#xD;
oases, is currently in a degraded state. There are approximately 33000 galleries&#xD;
service a total of 85000 in twelve countries, operational estimated percentage to&#xD;
38%. The reasons for this decline are environmental and socio-economic type.</description>
      <pubDate>Sun, 23 Nov 2014 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://archives.univ-biskra.dz/handle/123456789/4206</guid>
      <dc:date>2014-11-23T00:00:00Z</dc:date>
    </item>
    <item>
      <title>EVALUATION DE LA QUALITE PHYSICOCHIMIQUE ET BACTERIOLOGIQUE DES EAUX USEES BRUTES ET EPUREES DE LA VILLE D’OUARGLA. POSSIBILITE DE LEUR VALORISATION EN IRRIGATION</title>
      <link>http://archives.univ-biskra.dz/handle/123456789/4205</link>
      <description>Titre: EVALUATION DE LA QUALITE PHYSICOCHIMIQUE ET BACTERIOLOGIQUE DES EAUX USEES BRUTES ET EPUREES DE LA VILLE D’OUARGLA. POSSIBILITE DE LEUR VALORISATION EN IRRIGATION
Auteur(s): OUNOKI S; ACHOUR S
Résumé: Ouargla area had a serious problem of excess water caused in part by a&#xD;
topographically flat receiving environment and hydrogeologically endoreic. In&#xD;
other hand, discharge of wastewater and agricultural drainage water increased&#xD;
the groundwater level. The development of the network of agricultural drainage&#xD;
and implementation of wastewater treatment plants (Treatment plant of Said&#xD;
Otba, Sidi Khouiled and N’gouss) contributed to stitch down the level of the of&#xD;
aquifers valley. Ouargla city has an aerated lagoon treatment plant since 2009&#xD;
which serves to reduce the pollution of wastewater for possible reuse in&#xD;
irrigation. The objective of this study is to monitor the physicochemical and&#xD;
bacteriological quality of raw and treated wastewater of Said Otba treatment&#xD;
plant to detect anomalies that may exist at the treatment plant and to able to&#xD;
reuse its treated wastewater for irrigation. The physico-chemical and&#xD;
bacteriological results obtained revealed that the raw wastewater has a high&#xD;
enough organic nitrogen and bacteriological pollution. The solids and nitrogen&#xD;
compounds removal appear ineffective due to massive algal blooms in the&#xD;
various stages of biological treatment in particular the finishing basin. The&#xD;
results of microbiological analysis confirmed the presence of various germs&#xD;
such as total bacteria, total and faecal coliforms, faecal streptococci and&#xD;
sulphite-reducing clostridia in number greatly appreciated.</description>
      <pubDate>Sun, 23 Nov 2014 00:00:00 GMT</pubDate>
      <guid isPermaLink="false">http://archives.univ-biskra.dz/handle/123456789/4205</guid>
      <dc:date>2014-11-23T00:00:00Z</dc:date>
    </item>
  </channel>
</rss>

