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Assist. Prof.

Adnan Abdul Wahhab Ismael

Research Interests

Hydraulic Modelling

River Engineering

Hydraulic and Water Structures

Hydraulic Engineering

Simulation of flow around hydraulic structures

Renewable Energy

Turbulence models

Open Channel

CFD

Gender MALE
Place of Work Mosul Technical Institute
Position Assistant Prof.
Qualification Ph.d
Speciality Hydraulic
Email adnan.ismael@ntu.edu.iq
Phone 07722067260
Address حي بيسان, Mosul, Mosul, Iraq
About Dr. Adnan Abdulwahhab Ismael

Dr. Adnan Abdul Wahhab Ismael is a civil engineer specializing in hydraulic engineering. With a wealth of academic and teaching experience, he has cultivated expertise in hydraulic modeling, water structures, and river engineering.

Dr. Adnan earned his Master of Science (M.Sc.) degree in Hydraulic Engineering, focusing on artificial recharge of groundwater in layered soil. Completed his Ph.D. at the University of Gaziantep, Turkey, with research on local scour phenomena around unconventional bridge piers.

In addition to his scholarly achievements, Dr. Adnan teaches engineering courses. His areas of interest encompass hydraulic simulations, renewable energy, turbulence modeling, open channel CFD (Computational Fluid Dynamics), and the interaction of flow around hydraulic structures

Skills

Arabic Language (100%)
English Language (85%)
Turkish Language (70%)
Office Programs (90%)
Ansys | Engineering Simulation Software (90%)
AutoCAD (65%)
working experience

Academic Qualification

B.Sc. in Water Resources - Mosul College of Engineering - University of Mosul
Sep 1, 1990 - Jul 1, 1996

M.Sc. in Water Resources - Mosul College of Engineering - University of Mosul
Sep 1, 1998 - Dec 1, 2000

M.Sc. research focused on Ground Water Recharge in Stratified Soil

Ph.D. in Civil Engineering/Hydraulic from College of Civil Engineering - Gaziantep University
Feb 14, 2011 - May 22, 2015

Ph.D. research focused on Scour Under Bridge Piers

Working Experience

In Water Resources Department [Head of Department]
Oct 16, 2016 - Jun 20, 2018

Teaching, academic research, and administrative work.

In Water Resources Department [Head of Department]
Sep 1, 2022 - Sep 1, 2023

Teaching, academic research, and administrative work.

Publications

Comparison of Bridge Piers Shapes According to Local Scour Countermeasures
Jul 25, 2019

Journal The Eurasia Proceedings of Science Technology Engineering and Mathematics

publisher ISRES Publishing

Volume 6

Comparison of experimental study was carried out between bridge piers to find out the efficient bridge pier to countermeasures the local scour. In addition the present study is to provide a new method to reduce scour depth in front of bridge pier .The idea of this method is dependent on change the position of two piers (normal pier (10-4) cm and straight aero foil shaped pier) with respect to flow direction (named after here as opposite bridge pier and opposite aero foil pier). The down flow deflected away from the front the opposite piers and the horseshoe vortex becomes small and does not affect the piers.In the present study five piers (normal pier (10-4), opposite pier (4-10), straight aero foil, opposite aero foil and circular) were tested under live-bed condition with flow intensity 58 l/sec. for duration 3 hrs. The velocity field measurements were obtained using an Acoustic Doppler Velocimeter. The results showed that the opposite piers reduce the local scour around the piers. For opposite pier the reduction of scour depth was about 40% compared with normal pier and 54% compared with circular pier. The reduction of the scour hole volume was about 83% compared with circular pier and 23.6% when normal pier compared with circular. For opposite aero foil the maximum depth of scour reduced 58% compared with straight aero foil and 69% compared with circular pier. The reduction of the scour hole volume was about 89% compared with circular pier and straight aero foil reduced scour hole volume about 27% when compared with circular pier.It is clearly from the comparison that the opposite piers are effective countermeasures for reducing local scour depth and scour hole volume, especially opposite aero foil pier. We hope that the results of the present study will be benefitted by the designers and engineers.

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Conferences

Conferences

3rd International Scientific Conference of Engineering Sciences and Advances Technologies (IICESAT)
Jun 4, 2021 - Jun 5, 2021

Publisher Journal of Physics: Conference Series

DOI http://dx.doi.org/10.1088/1742-6596/1973/1/012160

Country Iraq

Location Online Conference

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International Conference on Research in Education and Science
Apr 28, 2019 - May 1, 2019

Publisher The Eurasia Proceedings of Science Technology Engineering and Mathematics

Country Turkey

Location Cesme, Turkey

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International Conference on Research in Education and Science
Apr 28, 2019 - May 1, 2019

Publisher The Eurasia Proceedings of Science Technology Engineering and Mathematics

Country Turkey

Location Cesme, Turkey

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International Conference on Research in Education and Science
Apr 28, 2018 - May 1, 2018

Country Turkey

Location Marmaris, Turkey

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