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The teaching philosophy relies on the following principles:
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Satisfy all requirements of knowledge achievement which needs a much more efforts from the side of lecturer. Mostly a high level of preparing the lecture with latest edge of information as possible is required, and use all the available facilities such as the smart and white boards, any physical examples, movies and scientific trips.
Divide the lecture into many stages to improve any drop in the line of student’s concentrations, and for this target, the end of each stage should be followed simple oral questions to ensure that a well level of student’s attention is satisfied.
 The direct measurements to level of student’s response within the class plus taking the indirect immediate feedback during the lecture. Moreover, many trials should be carried out to bring the students to the circle of lecture by asking the questions and create the conservations related to topics of course.
Encourage the students to ask any related questions and open the range of discussion, especially for the principles of assumptions and (Why?) for any details of topics which all lead to provide a good opportunity for more listing, understanding and modify the level of thinking and get more knowledge.
Many class works and home works should be applied and followed up by instructor. Each student should conduct a full specific course project and presented by seminar which lead to efficient contribution in create and improve the skills of research and presentation.
Each chapter should be followed by Quiz which is necessary to evaluate the students and improve their level of understanding the topics.
Pre-final grades shall cover all the considered activities and the final exam should bound all the chapters with equivalent weight and the latest chapters should be weighted more than others.
Lecturer
-Fluid Mechanics
2-Hydraulics and Environment
3-Hydraulic Structures
4-Wastewater Engineering
5-Water Resources Engineering
1- Fluid Mechanics CE 223
2-Hydraulics Engineering CE 315
3-Hydraulic Structures Design CE 430
4-Water Supply Engineering CE 328
5-Sewage Systems Engineering CE 422
6- Hydrographic Surveying I SG401
7-Hydrographic Surveying II SG402
8-Fluid Mechanic II PME 223
9- Graduation Project CE 417
10- Graduation Project CE 418
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1- Fluid Mechanics CE 223
2-Hydraulics Engineering CE 315
3-Hydraulic Structures Design Ce 430
4-Water Supply Engineering CE 328
5-Sewage Systems Engineering CE 422
6- Hydrographic Surveying I SG401
7-Hydrographic Surveying II SG402
8- Graduation Project CE 417
9- Graduation Project CE 418
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1-Fluid Mechanics I CE 213
2-Hydraulics I CE315
3-Hydraulics Structures Design CE 430
4-Graduation Project IÂ CE 417
5-Fluid Mechanics II CE 214
6-Hydraulics IIÂ CE328
7-Sewage Systems Design CE 420
8-Graduation Project II CE 418
9-Hydrographic Surveying II SGE 401
10-Hydrographic Surveying II SGE 402
1-Fluid Mechanics I CE 213
2-Hydraulics I CE315
3-Hydraulics Structures Design CE 430
4-Graduation Project IÂ CE 417
5-Fluid Mechanics II CE 214
6-Hydraulics IIÂ CE328
7-Sewage Systems Design CE 420
8-Graduation Project II CE 418
9-Hydrographic Surveying II SGE 401
1-Fluid Mechanics I CE 213
2-Hydraulics I CE315
3-Hydraulics Structures Design CE 430
4-Graduation Project IÂ CE 417
5-Fluid Mechanics II CE 214
6-Hydraulics IIÂ CE328
7-Sewage Systems Design CE 420
8-Graduation Project II CE 418
Ahmed, T.M., 2016. Experimental study of pressure coefficient along inclined bottom surface of dam Tunnel gate. EURASIAN JOURNAL OF SCIENCE AND ENGINEERING, 1(2), pp.53-61.
Ahmed, T. M. (2016). Effects of Increasing the Base on Concrete Dam Stability. Eurasian Journal of Science and Engineering, 2(1), 10-20.
Ahmed, T. M. (2016). Pressure Coefficients of Curved Lip of Vertical Lift Gate in Dam Tunnels. Eurasian Journal of Science and Engineering, 2(1), 1-9.Ahmed, T. M. (2017). Effects of Gate Lip Shapes on Hydrodynamic Forces on Gate Dam Tunnels. Eurasian Journal of Science & Engineering, 3(2), 47-57.
AlNuman, B. S., Ahmed, T. M., & AlSakkal, G. (2017). On Involving Infrastructure Topics in the Civil Engineering Department Curriculum-Survey of Graduate Students Views. Eurasian Journal of Science and Engineering, 3(1), 222-230.
Ameen, S., Taher, T., & Ahmed, T. M. (2018). Effects of Geometrical and Flow Rates on the Prediction of Bottom Pressure Coefficients of Tunnel Lift Gate of Dams. Journal of The Institution of Engineers (India): Series A, 99(4), 741-749.
Ahmed, T. M., & Ameen, S. M. (2019, June). Effects of Moved Dam Vertical Gate on Bottom Pressure Coefficien. In 2019 International Engineering Conference (IEC) (pp. 60-63). IEEE.
Ahmed, T.M., 2020. Variation of Pressure Coefficient Along Bottom of Dam Vertical Lift Gates. Journal of The Institution of Engineers (India): Series A, 101, pp.561-570.
Sheeraz M. Ameen, Thamir M. Ahmed ,2020 .Effects of Dam Gate Geometry on Pressure Variation Aided by Map Presentation https://link.springer.com/journal/40030/volumes-and-issues/101-3
https://vbn.aau.dk/ws/portalfiles/portal/435133695/5_PBL_2021.pdf INVESTIGATION ON THE APPLICATION OF PROJECT BASEDLEARNING IN AN ENGINEERING FACULTY IN IRAQBayan S. Al-Numan, Thamir M. Ahmed & Barham H. Ali https://journals.epu.edu.iq/index.php/polytechnic/index
Ahmed, T.M. and Azbah, A.H., 2023. Parametric Study of Concrete Dam Stability by using Abaqus Software. EURASIAN JOURNAL OF SCIENCE AND ENGINEERING, 9(3), pp.124-140.
Ahmed, T.M. and Ameen, S.M., 2024. Exploring Geometrical and Hydraulic Influences on Frictional and Shear Strength in Earth Dams through Parametric Analysis with Geostudio Software. Eurasian Journal of Science and Engineering, p.1.
Mohammed, A.M., Ahmed, T.M., Kıstak, C. and Celik, N., 2024. PARAMETRIC STUDY OF RECTANGULAR OBSTACLES EFFECTS ON FLOW IN OPEN CHANNELS. CAPITAL.
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Ahmed, T.M., Mohammed, A.M., Celik, N. and Hasan, A., 2025. Analyzing the Effects of Slope and Flow Rate on Fluid Dynamics with Cubic Obstacles in Open Channels. EURASIAN JOURNAL OF SCIENCE AND ENGINEERING, 11(1), pp.38-49.
Ahmed, T.M., 2025. Dynamic Analysis of Pore Water Pressure Variation and Stability in Earth Dams During Rapid and Slow Drawdown: Khassa Chai Earth Dam as a Case Study. EURASIAN JOURNAL OF SCIENCE AND ENGINEERING, 11(1), pp.11-23.
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Ahmed, T. M. (2014). Characteristics of Soil Infiltration In Level Border Systems. IEC2014, 135-144.
Ahmed, T. M. (2014). Hydrodynamic Force on Dam Tunnel Gates with Different Inclined Gate Lip Shapes. IEC2014, 127.
Ahmed, T. M., & Anwar, A. O. Effects of gate geometries on top pressure coefficient of dam tunnel gate. In IEC 2016 Conference proceeding (pp. 85-90).
Al-Nu’man, B. S., & Ahmed, T. M. (2018, February). Proposed sustainability checklist for construction projects. In proc. of the fourth international conference on development in civil and computer engineering applications, IEC.
Al-Nu’man, B. S., & Ahmed, T. M. (2018, February). Proposed sustainability checklist for construction projects. In proc. of the fourth international conference on development in civil and computer engineering applications, IEC.
presentation entitled “Exam Invigilation Process for ResearchAssistants ” within the Orientation Program of the Academic Year 2022-2023 heldat Tishk International University
Member of Scientific committee of IEC 9 and track chair of Hydraulics and Environmental Engineering
Member of Scientific committee of IEC 10 and track chair of Hydraulics and Environmental Engineering
1-Table Tennis