
Mohammad Yasin Hamid
Research Interests
Gender | MALE |
---|---|
Place of Work | Technical Engineering College/ Mosul |
Position | Geomatics department rapporteur |
Qualification | Master |
Speciality | Water Resources & Dams Engineering - Hydraulic |
mohammad1974yasin@ntu.edu.iq | |
Phone | 07701664070 |
Address | Mosul, left bank, Al-Bareed quarter, Iraq, Mosul, Iraq |
Skills
Neural Networks (50%)
English Language (75%)
Arabic Language (100%)
Academic Qualification
M.Sc. in Engineering Science - Dams & Water Resources - Hydraulic - University of Mosul - Iraq
Sep 1, 2018 - Jan 15, 2020M.Sc. research focused on studying the hydraulic problems that accompany the operation of large and small hydraulic structures that serve various purposes, such as dams, reservoirs, gates, etc.
Working Experience
Hydraulic Structures / Concrete Technology / Computer Principles / ISO [Technical Engineering College / Mosul]
Jan 15, 2020 - PresentWork experience includes teaching various subjects in the Department of Building and Construction Engineering Technology, the most important of which is Hydraulic Structures Engineering for the third year students, as well as teaching the practical part of the Concrete Technology subject for second year students, the ISO subject for fourth year students, and the Computer Principles subject for first year students.
Publications
Hydraulic Properties Downstream Multi-Opened Sluice Gate
Jun 1, 2021Journal Al-Rafidain Engineering Journal
publisher Research Gate
Issue 2220-1720
Volume 26
In this paper four gate openings and fifteen operating scenarios in terms of the difference in the arrangement of working gates were studied. The Expansion Ratio (e) which is (the ratio of total width of the channel to the total width of the working gates) was calculated for each scenario. It can be seen that when the value of (e) was the largest possible, which is (5.34), the value of the discharge coefficient (Cd) was also as high as possible, reached to (0.845). Also, the value of the contraction coefficient (Cc) was the highest value, (0.693). The increasing in the value of (e) means that the number of openings that work is less. Both (Cd) and (Cc) are decreases when Froude Number increased for all scenarios of gate worked operations.
Hydraulic Jump Efficiency on Sluice Gate with Different Operating Systems and Dissipaters
Apr 27, 2023Journal 8th Engineering and 2nd International Conference for College of Engineering – University of Baghdad
publisher AIP Publishing
DOI https://doi.org/10.1063/5.0130906
Issue 020038-1–020038-10
Volume 2651
The hydraulic structures are one of the important constructions needed in open channel flow to control the water level, one of these hydraulic structures is the sluice gate, which is needed for flow diversion as well as a measurement device in the irrigational channel. Many studies that dealt with gate hydraulic properties and energy dissipation downstream gates as a single opening, while the studies dealt with different opening sluice gates still need to be investigated and deep focusing especially on the operating system. In this study, the hydraulic jump efficiency with the different operating systems and different energy dissipaters systems were studied. The higher average percentage of jump efficiency reached 98.76% when intermediate gates were opened, while the lowest value reached 40.36% when side gates were opened. The intermediate height dissipaters as well as nearer to sluice gate gives the highest value of jump efficiency. The baffle block obstacle type gives the best value of jump efficiency compared with other different types.