{"id":472,"date":"2022-10-21T21:35:26","date_gmt":"2022-10-21T21:35:26","guid":{"rendered":"https:\/\/sadokabdelaziz.com\/?page_id=472"},"modified":"2022-10-21T21:35:26","modified_gmt":"2022-10-21T21:35:26","slug":"research","status":"publish","type":"page","link":"https:\/\/sadokabdelaziz.com\/?page_id=472","title":{"rendered":"RESEARCH"},"content":{"rendered":"
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STUDENT\u2019S SUPERVISION<\/h2>\n
written by\u00a0Mr.Sadok<\/span><\/div>\n<\/div>\n
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    \n
  • Master and PhD<\/strong>\n
      \n
    • Etude de faisabilit\u00e9 d\u2019une mod\u00e9lisation bidimensionnelle verticale de l\u2019hydrodynamique de la retenue d\u2019un barrage r\u00e9servoir.<\/li>\n
    • Transport de saltation des particules solides en milieu fluvial.<\/li>\n<\/ul>\n
        \n
      • Mod\u00e9lisation pseudo-bidimensionnelle bas\u00e9e sur la th\u00e9orie du jet de l\u2019hydrodynamique d\u2019un lac r\u00e9servoir.<\/li>\n<\/ul>\n
          \n
        • Analyse comparative des mod\u00e8les num\u00e9riques bidimensionnels sur fond mobile d\u2019une rivi\u00e8re.<\/li>\n<\/ul>\n
            \n
          • Analyse num\u00e9rique des lois de chargement d\u00e9chargement du lit d\u2019un cours d\u2019eau<\/li>\n<\/ul>\n
              \n
            • Elaboration d\u2019un logiciel d\u2019aide au choix de mod\u00e8les s\u00e9dimentologies<\/li>\n<\/ul>\n
                \n
              • Mod\u00e9lisation num\u00e9rique bidimensionnelle du transport et du d\u00e9p\u00f4t de s\u00e9diments dans un \u00e9coulement \u00e0 surface libre.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<\/div>\n<\/div>\n
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                <\/div>\n

                PROJECTS<\/h2>\n
                written by\u00a0Mr.Sadok<\/span><\/div>\n<\/div>\n
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                • 1983-1984\u00a0\u00a0\u00a0\u00a0<\/strong>Sediment deposition in saint Laurent river by numerical modeling. Collaboration between Polytechnic School of Montreal and Montreal city.<\/li>\n<\/ul>\n
                    \n
                  • 1987\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Design of dams using Modeling tools: Postdoctoral Researches Fellow Castor Project Polytechnic School of Montreal.<\/li>\n<\/ul>\n
                      \n
                    • 1990\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two numerical modeling of hydrodynamic circulation in Djeddah Marina. LPEE.<\/li>\n<\/ul>\n
                        \n
                      • 1988-1992\u00a0<\/strong>Sediment transport capacity of rivers modeling using dynamic methodology Developpment of a code SEDI2000. Cadi Ayad University (Marrakech).<\/li>\n<\/ul>\n
                          \n
                        • 1993-1998\u00a0\u00a0\u00a0\u00a0<\/strong>Moroccan silting dams and watershed erosion prediction and management. Water ministry and LPEE.<\/li>\n<\/ul>\n
                            \n
                          • 1995-1998\u00a0\u00a0\u00a0\u00a0<\/strong>Water supply intakes design and management. LPEE and ONEP(office national d\u2019eau potable).<\/li>\n<\/ul>\n
                              \n
                            • 1994-1995\u00a0\u00a0\u00a0\u00a0<\/strong>Study of souss river estuary by numerical modeling. LPEE and Water Ministry.<\/li>\n<\/ul>\n
                                \n
                              • 1997-1998\u00a0\u00a0\u00a0\u00a0<\/strong>Study of hydrodynamics and sedimentation in Bouregreg valley by Quasi tree numerical modeling. LPEE-Water Ministry.<\/li>\n<\/ul>\n
                                  \n
                                • 2001\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Study of Dam break impact on Tahaddart electric central by numerical modeling.<\/li>\n<\/ul>\n

                                  LPEE-ONE (Office National d\u2019Electricit\u00e9).<\/p>\n

                                    \n
                                  • 1996\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Earth canal (Boumaiz) between two rivers by numerical modeling.<\/li>\n<\/ul>\n

                                    LPEE-OMVAG (Office de mise en valeur agricole du Gharb).<\/p>\n

                                      \n
                                    • 1998\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Water intake design and implementation in Mechraa Hammadi dam by numerical modeling. LPEE water Ministry-ONEP.<\/li>\n<\/ul>\n
                                        \n
                                      • 1997\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Rocade canal (120 km length) silting between Sidi Driss dam and water treatment station of Marrakech city.<\/li>\n<\/ul>\n

                                        LPEE-OMVAH (Office de mise en valeur agricole du Haouz).<\/p>\n<\/div>\n<\/div>\n

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                                        NUMERICAL MODELING AND TOOLS<\/h2>\n
                                        written by\u00a0Mr.Sadok<\/span><\/div>\n<\/div>\n
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                                        • LITMO\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>One dimensional modeling of mobile bed hydraulics and sediment transport of open channel hydraulics by finite differences<\/li>\n<\/ul>\n
                                            \n
                                          • HDF\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two dimensional modeling of hydrodynamics integrated in depth of open channel hydraulics by finite differences<\/li>\n<\/ul>\n
                                              \n
                                            • HEF\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two dimensional modeling of hydrodynamics integrated in depth of open channel hydraulics by finite differences and finite elements<\/li>\n<\/ul>\n
                                                \n
                                              • HDFDISP\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two dimensional modeling of sediment diffusion dispersion integrated in depth of open channel hydraulics by finite differences<\/li>\n<\/ul>\n
                                                  \n
                                                • HEFDISP\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two dimensional modeling of sediment diffusion dispersion integrated in depth of open channel hydraulics by finite elements<\/li>\n<\/ul>\n
                                                    \n
                                                  • DEPLAC\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Two dimensional modeling of silting dams integrated in depth of open channel hydraulics by finite differences<\/li>\n<\/ul>\n
                                                      \n
                                                    • SEDQ3D\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Quasi tree modeling of hydrodynamics and sediment transport of open channel hydraulics by finite differences<\/li>\n<\/ul>\n
                                                        \n
                                                      • SCOUR\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Scour analysis for river crossing structures and bridges<\/li>\n<\/ul>\n
                                                          \n
                                                        • CANIVEAU\u00a0<\/strong>hydraulic analysis of small hydraulic structures(Culverts)<\/li>\n<\/ul>\n
                                                            \n
                                                          • SEDI2000\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Choose of sediment models to evaluate sediment curve of rivers using dynamic approach<\/li>\n<\/ul>\n
                                                              \n
                                                            • TRANSIT\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Coastal sediment transport study using many models for by currents and waves hydrodynamics<\/li>\n<\/ul>\n
                                                                \n
                                                              • DRL\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Longitudinal Road Drainage software<\/li>\n<\/ul>\n
                                                                  \n
                                                                • SIDRAU\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Rainwater drainage simulation software in urban areas<\/li>\n<\/ul>\n
                                                                    \n
                                                                  • ANASED\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/strong>Sediment transport simulation software for fluvial environment capacity studies<\/li>\n<\/ul>\n<\/div>\n<\/div>\n
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                                                                    INTEREST AREAS<\/h2>\n
                                                                    written by\u00a0Mr.Sadok<\/span><\/div>\n<\/div>\n
                                                                    \n
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                                                                    \u00a0\u00a0Sediment Transport in fluvial systems<\/strong>.<\/p>\n
                                                                      \n
                                                                    • Development of two-layer model for the saltation zone study<\/li>\n<\/ul>\n
                                                                        \n
                                                                      • Mathematical modeling of sediment transport in rivers: bed load, suspension load and total load.<\/li>\n<\/ul>\n
                                                                          \n
                                                                        • Development of semi-empirical models for estimating sediment transport capacity in rivers<\/li>\n<\/ul>\n
                                                                            \n
                                                                          • Development of a dynamic method to compare existing models for sediment transport capacity of rivers and sediment ration curve computation<\/li>\n<\/ul>\n
                                                                              \n
                                                                            • Study of the role of bed roughness on the bed waves and the interaction between bed and flow hydrodynamics<\/li>\n<\/ul>\n
                                                                                \n
                                                                              • Analytical and numerical modeling of sediment particle saltation phenomenon near the bottom area of a river<\/li>\n<\/ul>\n
                                                                                  \n
                                                                                • Development of a new method for estimating sediment transport suspension of rivers with large concentrations.<\/li>\n<\/ul>\n

                                                                                  Mathematical modeling of the diffusion dispersion in open channel flows<\/strong><\/p>\n

                                                                                    \n
                                                                                  • \n
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                                                                                    • Mathematical modeling sediment transport of river\u2019s capacity and its impact on water structures management.<\/li>\n
                                                                                    • Generalization of hunter ROUSE distribution for suspended sediment concentrations in case of hyper-concentrated mixtures.<\/li>\n<\/ul>\n
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                                                                                      • Numerical modeling of the characteristics of the reference zone limiting suspended and bed load processes in rivers.<\/li>\n<\/ul>\n
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                                                                                        • Modeling of the impact of turbulence on the suspended mixtures in rivers.<\/li>\n<\/ul>\n
                                                                                            \n
                                                                                          • Comparison of sediment transport models based on international databases.<\/li>\n<\/ul>\n
                                                                                              \n
                                                                                            • Reconstruction of diffusion-dispersion coefficients from experimental measurements: case of the Tahaddart thermal power plant.<\/li>\n<\/ul>\n
                                                                                                \n
                                                                                              • Modeling of the hydrodynamic and diffusion interaction and their applications (thermal flume, turbidity dispersion): one-dimensional, two-dimensional horizontal and Pseudo- three-dimensional approaches.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n
                                                                                                  \n
                                                                                                • Watershed hydraulic erosion and dam\u2019s silting<\/strong>\n
                                                                                                    \n
                                                                                                  • Semi-empirical modeling of watershed erosion: comparative study and adaptation of USLE, MUSLE and RUSLE models.<\/li>\n
                                                                                                  • Characterization of watersheds and sediment transport indicators and sources.<\/li>\n<\/ul>\n
                                                                                                      \n
                                                                                                    • Preventive and curative techniques to manage water erosion of watersheds problem.<\/li>\n
                                                                                                    • Impact of water erosion on Moroccan\u2019s dam silting.<\/li>\n<\/ul>\n
                                                                                                        \n
                                                                                                      • Preventive and curative techniques to manage silting of dams: technical an economic study.<\/li>\n<\/ul>\n
                                                                                                          \n
                                                                                                        • Mathematical modeling of deposition and erosion processes in a dam\u2019s reservoir: one- dimensional (LITMO), two-dimensional Horizontal (DEPLAC) and pseudo-three- dimensional (SEDEQ3D) models development and application.<\/li>\n<\/ul>\n
                                                                                                            \n
                                                                                                          • Modeling of the dam\u2019s impact on upstream and downstream of a valley.<\/li>\n<\/ul>\n
                                                                                                              \n
                                                                                                            • Mathematical modeling of the impact of dredging on the hydro-sedimentary process of a valley (Souss estuary, Bouregreg valley) or a dam (Machra hammadi, Moulay Youssef).<\/li>\n<\/ul>\n
                                                                                                                \n
                                                                                                              • Mathematical modeling of density currents in a reservoir lake and estimation of their hydraulic efficiency.<\/li>\n<\/ul>\n
                                                                                                                  \n
                                                                                                                • Use of remote sensing and GIS tools for the characterization of water erosion in a watersheds.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n

                                                                                                                  Hydro informatics<\/strong><\/p>\n

                                                                                                                    \n
                                                                                                                  • \n
                                                                                                                      \n
                                                                                                                    • Development of didactic tools for the simulation of fluvial phenomena that allow students to better understand problems close to practice.<\/li>\n
                                                                                                                    • Development of simulation tools for study and manage the river systems processes: dam\u2019s silting, estuaries and rivers morphologies and hydrodynamics\u2026etc..<\/li>\n<\/ul>\n
                                                                                                                        \n
                                                                                                                      • Application of commercial or open source tools to study hydraulic engineering problems (HECRAS, HECHMS, Arc GIS, MODFLOW, WEAP, KNMI)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n

                                                                                                                        Other Research<\/strong><\/p>\n

                                                                                                                          \n
                                                                                                                        • Mathematical modeling of dam break floods, valley inundation mapping and civil protection management plans.<\/li>\n<\/ul>\n
                                                                                                                            \n
                                                                                                                          • Impact of climate change on water resources.<\/li>\n<\/ul>\n
                                                                                                                              \n
                                                                                                                            • Coastal sediment transport modeling and beaches erosion protection.<\/li>\n<\/ul>\n
                                                                                                                                \n
                                                                                                                              • Impact of sediment material extractions on the environment for both minor and major river beds.<\/li>\n<\/ul>\n<\/div>\n<\/div>\n<\/div>\n<\/article>\n","protected":false},"excerpt":{"rendered":"

                                                                                                                                STUDENT\u2019S SUPERVISION written by\u00a0Mr.Sadok Master and PhD Etude de faisabilit\u00e9 d\u2019une mod\u00e9lisation bidimensionnelle verticale de l\u2019hydrodynamique de la retenue d\u2019un barrage r\u00e9servoir. Transport de saltation des particules solides en milieu…<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-472","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/pages\/472","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=472"}],"version-history":[{"count":1,"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/pages\/472\/revisions"}],"predecessor-version":[{"id":473,"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=\/wp\/v2\/pages\/472\/revisions\/473"}],"wp:attachment":[{"href":"https:\/\/sadokabdelaziz.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=472"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}