| Numerical analysis of flow over side weir AY Mohammed Journal of King Saud University-Engineering Sciences 27 (1), 37-42, 2015 | 28 | 2015 |
| Gate lip hydraulics under sluice gate AY Mohammed, MS Khaleel Scientific Research Publishing, 2013 | 25 | 2013 |
| Hydraulic jump and energy dissipation downstream stepped weir AN AlTalib, AY Mohammed, HA Hayawi Flow Measurement and Instrumentation 69, 101616, 2019 | 21 | 2019 |
| Discharge coefficient for an inclined side weir crest using a constant energy approach MY Mohammed, AY Mohammed Flow Measurement and Instrumentation 22 (6), 495-499, 2011 | 19 | 2011 |
| Gene Expression Programming (GEP) to predict coefficient of discharge for oblique side weir AY Mohammed, A Sharifi Applied Water Science 10 (6), 1-9, 2020 | 14 | 2020 |
| Properties of Hydraulic Jump Down Stream Sluice Gate HA Hayawi, AY Mohammed Research Journal of Applied Sciences, Engineering and Technology 3 (2), 81-83, 2011 | 14 | 2011 |
| Estimating the uncertainty of discharge coefficient predicted for oblique side weir using Monte Carlo method AY Mohammed, A Golijanek-Jędrzejczyk Flow Measurement and Instrumentation 73, 101727, 2020 | 13 | 2020 |
| Gravel roughness and channel slope effects on rectangular free overfall MY Mohammed, AY Al-taee, AN Al-Talib Damascus University Journal 27 (1), 47-54, 2011 | 13 | 2011 |
| Simulation of Flow Over the Side Weir Using Simulink TAB Ahmed y Mohammed, Azza Altalib Scientia Iranica 20 (4), 1094-1100, 2013 | 10 | 2013 |
| Theoretical analysis of flow over the side weir using Runge Kutta method AY Al-Taee Annals of the Faculty of Engineering Hunedoara 9 (2), 47, 2011 | 9 | 2011 |
| Artificial Neural Network (ANN) Model for End Depth Computations AY Mohammed Journal of Civil & Environmental Engineering 8 (3), 5, 2018 | 7 | 2018 |
| Theoretical end depth ratio and end depth discharge relationship for free overfall with different end lip shape AY Mohammed Jordan Journal of Civil Engineering 6 (4), 410-417, 2012 | 7 | 2012 |
| Hydraulic characteristics of free overfall with triangular end lip AY Mohammed 33rd IAHR Congress: Water Eng. for a Sust. Env, 1188-1199, 2009 | 7 | 2009 |
| EFFECT OF BED ROUGHNESS DISTRIBUTION AND CHANNEL SLOPE ON RECTANGULAR FREE OVERFALL ahmed y. mohammed alqadisia journal for engineering scince 6 (2), 115-120, 2013 | 6 | 2013 |
| Effecting of channel slope on flow characteristics for straight vertical and skew free overfall A Y Mohammed Al-Rafidain Engineering Journal (AREJ) 17 (1), 80-90, 2009 | 6 | 2009 |
| The Effect of a Sluice Gate Edge on Water Surface Profile AY Mohammed, MS Khaleel Journal of Civil Engineering and Urbanism (JCEU) 2 (6), 239-243, 2012 | 5 | 2012 |
| Variation of water depth on normal and skewed broad crested weirs AY Mohammed, MS Khaleel, MY Mohammad Tikrit Journal of Engineering Sciences 14 (1), 28-43, 2007 | 5 | 2007 |
| Flow measurement in rough free overfall MY Mohammed, AY Mohammed, AK Inam Turkish Journal of Hydraulic, 2012 | 4* | 2012 |
| Driftwood blocking sensitivity on sluice gate flow AY Mohammed Open Engineering 12 (1), 1051-1059, 2022 | 2 | 2022 |
| Hydraulic Properties Downstream Multi-Opened Sluice Gate AYM Mohammad Y. Hamid Al-Rafidain Engineering Journal (AREJ) 26 (1), 63-68, 2021 | 2 | 2021 |
Ali SharifiMaster science of Statistic在 mbri.ac.ir 的电子邮件经过验证
