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Zone optimale du soutirage                  </title> <!--[if gte mso 9]><xml>  <o:DocumentProperties>   <o:Author>Remini Boualem</o:Author>   <o:Template>Normal</o:Template>   <o:LastAuthor>rafed</o:LastAuthor>   <o:Revision>2</o:Revision>   <o:TotalTime>753</o:TotalTime>   <o:LastPrinted>2000-02-09T08:24:00Z</o:LastPrinted>   <o:Created>2001-02-22T15:24:00Z</o:Created>   <o:LastSaved>2001-02-22T15:24:00Z</o:LastSaved>   <o:Pages>2</o:Pages>   <o:Words>711</o:Words>   <o:Characters>4053</o:Characters>   <o:Company> </o:Company>   <o:Bytes>99328</o:Bytes>   <o:Lines>33</o:Lines>   <o:Paragraphs>8</o:Paragraphs>   <o:CharactersWithSpaces>4977</o:CharactersWithSpaces>   <o:Version>9.2812</o:Version>  </o:DocumentProperties> </xml><![endif]--><!--[if gte mso 9]><xml>  <w:WordDocument>   <w:HyphenationZone>21</w:HyphenationZone>   <w:DrawingGridHorizontalSpacing>6 pt</w:DrawingGridHorizontalSpacing>   <w:DrawingGridVerticalSpacing>6 pt</w:DrawingGridVerticalSpacing>   <w:DisplayVerticalDrawingGridEvery>0</w:DisplayVerticalDrawingGridEvery>   <w:UseMarginsForDrawingGridOrigin/>   <w:Compatibility>    <w:SpaceForUL/>    <w:BalanceSingleByteDoubleByteWidth/>    <w:DoNotLeaveBackslashAlone/>    <w:ULTrailSpace/>    <w:DoNotExpandShiftReturn/>    <w:UsePrinterMetrics/>    <w:WW6BorderRules/>    <w:FootnoteLayoutLikeWW8/>    <w:ShapeLayoutLikeWW8/>    <w:AlignTablesRowByRow/>    <w:ForgetLastTabAlignment/>    <w:AutoSpaceLikeWord95/>    <w:LayoutRawTableWidth/>    <w:LayoutTableRowsApart/>   </w:Compatibility>  </w:WordDocument> </xml><![endif]--> <style> <!--  /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal 	{mso-style-parent:""; 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	font-family:Symbol;} ol 	{margin-bottom:0cm;} ul 	{margin-bottom:0cm;} --> </style> <!--[if gte mso 9]><xml>  <o:shapedefaults v:ext="edit" spidmax="1103"/> </xml><![endif]--><!--[if gte mso 9]><xml>  <o:shapelayout v:ext="edit">   <o:idmap v:ext="edit" data="1"/>  </o:shapelayout></xml><![endif]--> </head>  <body lang=FR style='tab-interval:35.4pt'>  <div class=Section1>  <div style='border:none;border-top:solid windowtext .75pt;padding:1.0pt 0cm 0cm 0cm'>  <p class=MsoNormal align=center style='text-align:center;tab-stops:14.2pt; border:none;mso-border-top-alt:solid windowtext .75pt;padding:0cm;mso-padding-alt: 1.0pt 0cm 0cm 0cm'><b style='mso-bidi-font-weight:normal'><span style='font-size:14.0pt;mso-bidi-font-size:10.0pt;font-family:Arial;mso-bidi-font-family: "Times New Roman"'>BIBLIOGRAPHIE<span style="mso-spacerun: yes"> </span><o:p></o:p></span></b></p>  </div>  <p class=MsoNormal style='text-align:justify'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. et BERKANI M.,1992. </span></b><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>Etude hydrodynamique de lenvasement du barrage de BENI AMRANE par modlisation physique, Communication prsente aux journes scientifiques sur lhydraulique, E.N.P., 28 -29 juin, 6pages.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. ,</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> AVENARD J-M. , KETTAB A<b style='mso-bidi-font-weight:normal'>. - 1996 </b>- Le barrage dIGHIL EMDA (Algrie) II- Soutirage des sdiments par lutilisation des courants de densit.<span style="mso-spacerun: yes"> </span>Revue Vecteur Environnement (Canada),Vol. 29,N4,aout, pp.27-32.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. , </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>AVENARD J-M. , KETTAB A<b style='mso-bidi-font-weight:normal'>. - 1997</b> - La technique du soutirage: un moyen de lutte contre lenvasement, Revue Techniques Sciences et Mthodes (Paris) n 3, Mars, pp. 69-76.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. , </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>AVENARD J-M. , KETTAB A<b style='mso-bidi-font-weight:normal'>. - 1997</b> - Evolution dans le temps de lenvasement dans une retenue de barrage dans laquelle est pratique la technique du soutirage,<span style="mso-spacerun: yes"> </span>Revue Internationale de leau : La Houille Blanche n 6, pp. 4-8.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B.,</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> KETTAB A., HIHAT H<b style='mso-bidi-font-weight:normal'>. 1995-</b>. Envasement du barrage dIGHIL EMDA (Algrie). Revue Internationale de leau: La Houille Blanche n 2/3, pp.23-28<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. ,</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> AVENARD J-M. , KETTAB A<b style='mso-bidi-font-weight:normal'>. - 1996 </b>- Le barrage dIGHIL EMDA (Algrie) I- Les courants de densit dans la retenue. Les<span style="mso-spacerun: yes"> </span>Annales Maghrbines de lIngnieur, Tunis, avril, Vol. 10 ., 9 fig., 7 photos, pp.53-67.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <div style='border:none;border-top:solid windowtext .75pt;padding:1.0pt 0cm 0cm 0cm'>  <p class=MsoNormal style='text-align:justify;border:none;mso-border-top-alt: solid windowtext .75pt;padding:0cm;mso-padding-alt:1.0pt 0cm 0cm 0cm'><b style='mso-bidi-font-weight:normal'><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>REMINI B. ,</span></b><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'> AVENARD J-M. , KETTAB A.<b style='mso-bidi-font-weight:normal'> - 1994</b> - Mesures de lenvasement dans la retenue du barrage dIGHIL EMDA (Algrie). Revue Marocaine de Gnie Civil, . 14 p., 6 fig., 4 photos.<o:p></o:p></span></p>  </div>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B., </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>AVENARD J.M.,<b style='mso-bidi-font-weight:normal'> 1997</b>- La technique du barrage de chasse en Algrie- Bulletin n 17 du rseau Erosion<span style="mso-spacerun: yes"> </span>de lOROSTOM. (France), pp. 333-&nbsp;344.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. ,</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> AVENARD J-M.<b style='mso-bidi-font-weight:normal'> - 1998</b>- Zone optimale de soutirage. Revue La Houille Blanche, n 5/6.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. 1998</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> - Etude exprimentale du soutirage slectif dans deux couches de liquides<span style="mso-spacerun: yes"> </span>superposs. Revue Marocaine<span style="mso-spacerun: yes"> </span>Gnie Civil., sept.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='color:blue'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B. et BERKANI M.,1993. </span></b><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>Etude hydrodynamique du mcanisme de lenvasement, Revue Arab Waters World,<span style="mso-spacerun: yes"> </span>oct./nov.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B.,1996. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Etude exprimentale du phnomne hydrodynamique du mcanisme de lenvasement des retenues, Blida<span style="mso-spacerun: yes"> </span>journal scientific<span style="mso-spacerun: yes"> </span>n 1.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>BERKANI M. et<span style="mso-spacerun: yes"> </span>REMINI B.,1991. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Mcanisme hydrodynamique de lenvsement.Approche prliminaire.Actes du colloque sur lrosion des<span style="mso-spacerun: yes"> </span>sols et lenvasement des barrages .Alger<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B.,1990. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Etude hydrodynamique du mcanisme de lenvasement, Thse de Magister, E.N.P, juin, 100 pages.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B., 1993. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Impact des rouleaux de recirculation sur lenvasement du barrage de BENI AMRANE, Revue Algrie Equipement .<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></b></p>  <div style='border:none;border-top:solid windowtext .75pt;padding:1.0pt 0cm 0cm 0cm'>  <p class=MsoNormal style='text-align:justify;border:none;mso-border-top-alt: solid windowtext .75pt;padding:0cm;mso-padding-alt:1.0pt 0cm 0cm 0cm'><b style='mso-bidi-font-weight:normal'><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>REMINI B., </span></b><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>1997. Envasement des retenues de barrages: mcanismes et moyen de lutte par la technique du soutirage. These de doctorat detat, Ecole Nationale Polytechnique dAlger, mars, 342 pages.<o:p></o:p></span></p>  </div>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B.,<span style="mso-spacerun: yes"> </span>AVENARD J-M. et KETTAB A.,1996. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Distribution des sdiments dans les retenues, Revue Techniques sciences et Mthodes, n 3,<span style="mso-spacerun: yes"> </span>Mars.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B., 1995. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Mcanisme des sdiments dans les retenues., Premier colloque Maghrbin de lhydraulique, Dcembre.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span lang=EN-GB style='font-size:12.0pt;mso-bidi-font-size:10.0pt; mso-ansi-language:EN-GB'>QIAN NING, 1982. </span></b><span lang=EN-GB style='font-size:12.0pt;mso-bidi-font-size:10.0pt;mso-ansi-language:EN-GB'>Instute on fluvial process, fort collins Collorado.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span lang=EN-GB style='font-size:12.0pt;mso-bidi-font-size:10.0pt; mso-ansi-language:EN-GB'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></b></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>RENE ARRUS, 1985. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Leau en Algrie,<span style="mso-spacerun: yes"> </span>Edition O.P.U.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B., 1994. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Lvolution de lenvasement et lvacuation des sdiments par les vannes de fond dans le barrage dIGHIL EMDA (Algrie). In: Acts du premier Sem.Nat.dhyd<span style="mso-spacerun: yes"> </span>(5-7 Dcembre), C.U Biskra. Institut dhyd. p 19-38,<span style="mso-spacerun: yes"> </span>11 fig.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI B., 1995. </span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Soutirage des sdiments par les vannes de fond. Communication prsente au 2 colloque Nat. climat<span style="mso-spacerun: yes"> </span>environnement:&nbsp;&nbsp;Leau: une ralit, une urgence, un dfi&nbsp;. Asso.pour la recherche sur le climat et<span style="mso-spacerun: yes"> </span>lenvironnement (A.R.C.E) Oran, 24-25 Dec. 5 p. 5 fig.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>DESSOLIERS H., 1908.</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> Contributions diverses  lhydrogense. Librairie polytechnique. ch.Beranger.Paris.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>DUQUENNOIS H., 1949.</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> Le dbit solide et les barrages rservoirs- Electricit et gaz dAlgrie, Rapport, Mars,<span style="mso-spacerun: yes"> </span>25 pages.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <div style='border:none;border-top:solid windowtext .75pt;padding:1.0pt 0cm 0cm 0cm'>  <p class=MsoNormal style='text-align:justify;border:none;mso-border-top-alt: solid windowtext .75pt;padding:0cm;mso-padding-alt:1.0pt 0cm 0cm 0cm'><b style='mso-bidi-font-weight:normal'><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>DUQUENNOIS.H -1944-</span></b><span style='font-size:12.0pt;mso-bidi-font-size: 10.0pt'>Note sur les phnomnes observs et les enseignements  tirer pour lutter contre lenvasement des grands<span style="mso-spacerun: yes"> </span>barrages rservoirs. Note du 30 Octobre.Service dlectricit. 2 pages.<o:p></o:p></span></p>  </div>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>KHABOTE.A<span style="mso-spacerun: yes"> </span>BOUTAYE.N -1980-</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Dispositif de protection du barrage MOHAMED BEN ABDELKRIM contre lenvasement. Sm. Int. Tunis,<span style="mso-spacerun: yes"> </span>1-4 Juillet.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>DUQUENNOIS.H -1957-</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Etude de la sdimentation de la retenue dIGHIL EMDA.Effet des crues dautomne 1956.Electricit et gaz dAlgrie. Rapport. 3 pages.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI ., -1994-</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'> &nbsp;The phenomenon of dams mud deposits in Algrien&nbsp;. Revue Arab waters world. Nov. . 3 pages.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>REMINI.B<span style="mso-spacerun: yes"> </span>-1996-</span></b><span style='font-size: 12.0pt;mso-bidi-font-size:10.0pt'>Evolution de lenvasement dans la partie centraledune retenue de barrage dans laquelle est pratique la<span style="mso-spacerun: yes"> </span>technique du soutirage.Communication prsente aux 24<sup>me</sup> journes dhydraulique, paris 18-19 Sept.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><b style='mso-bidi-font-weight: normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>MIGNIOT.C -1989-</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Manuel sur lhydrodynamique sdimentaire, lrosion et sdimentation du littoral. Premire partie:<span style="mso-spacerun: yes"> </span>hydrodynamique sdimentaire.SOGREAH - LCHF N 51078 R<sub>1</sub>.<o:p></o:p></span></p>  <p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt; mso-bidi-font-size:10.0pt'><![if !supportEmptyParas]>&nbsp;<![endif]><o:p></o:p></span></p>  <p class=MsoNormal><b style='mso-bidi-font-weight:normal'><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>MIGNIOT.C -1977-</span></b><span style='font-size:12.0pt;mso-bidi-font-size:10.0pt'>Action des courants de la boue et du vent sur les sdiments.La houille blanche N 1.<o:p></o:p></span></p>  </div>  </body>  </html> 
