"Curriculum Vitae" Contact Information

Transcription

1 "Curriculum Vitae" Contact Information Name: Masoud Montazeri Namin Address: TehranPars, Esteghlal St., Golestan Ave., Shaghayegh Ave., No45, suite 1 Tel: Fax: namin@namrood.com Personal Information Date of Birth: 25 February 1958 Place of Birth: Ardebil-Iran Gender: Male Marital Status: Married Nationality: Iranian B.Sc. ( ), Civil Engineering, Iranian University of Science and Technology, Tehran, Iran. Education M.Sc. ( ), (distinguished), Hydraulics (Hydroinformatics), International Institute for Hydraulic and Environmental Engineering (IHE), Delft, The Netherlands. PhD ( ), (just submitted), Environmental Hydrodynamics, Cardiff School of Engineering, Cardiff University, UK Designer at Water Resources Engineering Department, Ministry of Jihad for Construction, Tehran, Iran. Nature of duties: Design of Hydraulic Structures Employment History Head of Computational Hydraulic Section, Water Research Centre, Ministry of Jihad for Construction, Tehran, Iran. Nature of duties: Applying and developing hydrodynamic software programmes for river and coastal simulations Member of Board of Trusties, Water Resource Research Institute, Ministry of Energy, Tehran Iran. Nature of duties: Managing and planning Director General and Head of Board of

2 Trusties, Water Research Centre, Ministry of Energy, Tehran, Iran. Nature of duties: Managing and planning, Model developing and direct involvement in most of the hydraulic and environmental simulation studies Research Associate, Cardiff University. Nature of duties: Research and modelling Water Research Center 2005-till present NAMROOD Co, Reverie and Coastal Environment, Managing Director Previous Model Developing Experiences: The main developed models along the period of 1984 to 2003 may be summarized as followings: Two-dimensional (in vertical plane ) Seepage flow simulation through earth dam and/or dam foundation using Finite Difference (FD), Finite Volume (FC) and Finite Element (FE) methods. One-dimensional mathematical model for river hydrodynamics and sediment transport including river morphology (FD and FV methods). Professional and Technical Experience Short wave model simulating penetration of wave into the harbour based on two main approaches, namely linear Mile slope and non-linear Bousinesq equations (FD method) on regular computational mesh. Wave refraction modelling. Two-dimensional (in horizontal plane) ground water flow modelling (FV method) on regular mesh. Two-dimensional (in horizontal plane) stratified ground water flow modelling for coastal ground water aquifers (salt and fresh waters) (FV method) on regular mesh. Two-dimensional (in horizontal plane) free surface flow and contaminants and sediment transport modelling for

3 rivers, estuaries and seas, based on shallow water equations (FV method) on regular mesh. Two-dimensional (in horizontal plane) free surface flow and contaminants and sediment transport modelling for rivers, estuaries and seas, (FV method) on orthogonal curvilinear mesh. A coupled free surface and ground water flow model in two-dimension (in horizontal plane), (FV method) on regular mesh. Two-dimensional (in vertical plane) free surface flow including sediment, salinity and temperature transport modelling base on non-hydrostatic assumption for rivers and estuaries (FV method) on regular and orthogonal non- orthogonal (Sigma co-ordinate system) mesh. Two-dimensional (in horizontal plane) super critical free surface flow modelling for spillways, (FD method) on non-orthogonal curvilinear mesh. HEMAT ( Hydro-Environmental Modelling and Analysis Tool) which is a GUI (graphical User Interface) based two-dimensional (in horizontal plane) sub and supper critical free surface flow model including transport of all possible environmental quantities. It is based on FV method and on unstructured triangular grids containing its own sophisticated mesh generator. It has been designed to be applied in the river and coastal applications as well as rapidly varying flow conditions such as dam-break problems. Role in the project: Head of the developer s team. Fully three-dimensional free surface flow model based on non-hydrostatic assumption and non-constant density including sediment, salinity and temperature transport. The model deploys FV method and the meshes are regular but nested (if needed to have different mesh sizes for different places) and non-orthogonal boundary fitted mesh for vertical direction.

4 Modelling of reaction between the enteric bacteria indicators such as total coliforms (TC) and cohesive sediment in coastal waters. A sediment transport model based on Artificial Neural Networks (AAN). Role in the project: Model developer and member of research group. Previous Model Application Experiences: Ground water flow simulation of Salmas aquifer (North- West of Iran) Flow and salinity distribution prediction in Orumia Lake (North-West of Iran) Role in the project: Project manager and modeller. Flow and stratification (including temperature and salinity) predictions in 15- Khordad dam reservoir. (Ghom, Iran). Role in the project: Coordinator and Modeller. Flow and stratification (including temperature and salinity) predictions in Doosti dam reservoir. (East of Caspian see, Iran). Role in the project: Member of modelling team. Flow and temperature distribution and debris transport prediction around the Neka power plant (coast of the Caspian sea, Iran) Wave penetration simulation in port of Iran Bandar ( South-East on coast of Oman sea, Iran) Wave penetration simulation in the basin of the Naka power plant (coast of the Caspian sea, Iran) Flow simulation around groins (for bank protection) to get the optimum design in some rivers including Atrak (East of Caspian sea) and Ghizil-Ozan ( around Zanjan, Iran)

5 Tidal flow simulation in Ribble estuary (North-West of model. England) using HEMAT Prediction of tidal flow field and enteric bacteria and distribution in Bristol Channel cohesive sediment model (West of England, UK) using HEMAT Role in the project: Member of Modelling team. Tidal flow simulation in Poole harbour (South England, UK) Member of Water Commission, Iranian National Research Council ( ). Professional Membership Head of executive board of Iranian Committee on Large Dams (IRCOLD ) Secretary General of Iranian Hydraulic Association ( ) President of Cardiff IHAR student chapter ( ) Secretary General of 4 th National Congress of Civil Engineering Namin M.M (1995), Mathematical Modelling of Two- Dimensional Stratified Ground Water Flow, WRM 95, Regional Conference on Water Resources Management, Isfahan, Iran. Namin M.M. (1997), A High Accurate Monotone Numerical Scheme for Multi-Dimensional Transport Equation, Air Pollution V Modelling, Monitoring and Management, Edited by Power et.al, Wessex Institute of Technology, pp Publications Mohammadian A.M., Namin M.M. and Mazaheri K. (1999), Solution of Shallow Water Equation on Unstructured Dynamic Grids, Part I Gradually varied flows (In Farsi), Second Iranian Hydraulic Conference, Iranian Hydraulic Association, Tehran, Iran. Namin M.M., Mohammadian A.M. and Mazaheri K. (1999), Solution of Shallow Water Equation on Unstructured Dynamic Grids, Part II Rapidly varied flows (In Farsi), Second Iranian Hydraulic Conference, Iranian Hydraulic Association, Tehran, Iran. Namin M.M., Lin, B. and Falconer R.A (2001), An Implicit Numerical Algorithm for Solving non-hydrostatic Free-

6 Surface Flow Problems, International Journal For Numerical Methods in Fluids, Vol 35, pp Namin M.M., Falconer R.A., Mohammadian A.M., Lin B. and Kamalian R. (2002), Hydro-Environmental Modelling and Analysis Tool (HEMAT), A GUI Based 2DH Hydrodynamic and Contaminant Transport Model on Unstructured Triangular Grids, Proc. of 5 th Int. Conf. On Hydroinformatics, Hydroinformatics 2002, Ed. Falconer, et.al, IWA Publishing, pp Namin M.M. and Lin B. (2002), A 2-D Vertical Hydrodynamic and Morphological Model Based on AANs, Proc. of 5 th Int. Conf. On Hydroinformatics, Hydroinformatics 2002, Ed. Falconer, et.al, IWA Publishing, pp Namin M.M., Lin B. and Falconer R.A. (2004), Modelling Estuarine and Coastal Flows Using an Unstructured Triangular Finite Volume Algorithm, Journal of Advances in Water Resources. Vol 27, pp Namin MM and Falconer RA (2004), An Efficient Coupled 2-DH and 3-D Hydrodynamic Model For River and Coastal Applications, Proc. Of 6th International Conference on Hydroinformatics - Liong, Phoon & Babovic (eds). Bockelmann BN, Taber L, Sparks T, Namin MM and Falconer RA (2004), Integrated Surface/Subsurface River Basin Modelling, Proc. Of 6th International Conference on Hydro informatics - Liong, Phoon & Babovic (eds ) Skills and Qualification Foreign Languages English