| Hydraulic jumps in sloping channels: sequent depth ratio MK Beirami, MR Chamani Journal of Hydraulic Engineering 132 (10), 1061-1068, 2006 | 66 | 2006 |
| Flow characteristics at drops MR Chamani, MK Beirami Journal of hydraulic engineering 128 (8), 788-791, 2002 | 61 | 2002 |
| Hydraulic jump in sloping channels: roller length and energy loss MK Beirami, MR Chamani Canadian Journal of Civil Engineering 37 (4), 535-543, 2010 | 49 | 2010 |
| Turbulent jet energy dissipation at vertical drops MR Chamani, N Rajaratnam, MK Beirami Journal of hydraulic engineering 134 (10), 1532-1535, 2008 | 42 | 2008 |
| Free overfall in channels with different cross sections and sub-critical flow MK BEYRAMI, SV Nabavi, MR Chamani IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 30 (1 …, 2006 | 34 | 2006 |
| Free overfalls in flat-based circular and U-shaped channels SV Nabavi, MK Beirami, MR Chamani, M Sterling Flow Measurement and Instrumentation 22 (1), 17-24, 2011 | 19 | 2011 |
| Flow measurement using free over-fall in generalized trapezoidal channels based on one velocity point method E Abrari, M Ergil, MK Beirami Flow Measurement and Instrumentation 69, 101615, 2019 | 12 | 2019 |
| Solving trapezoidal free overfall by inserting a brink pressure effect into sharp-crested weir theory E Abrari, M Ergil, MK Beirami Journal of Irrigation and Drainage Engineering 144 (7), 04018013, 2018 | 10 | 2018 |
| Prediction of the discharges within exponential and generalized trapezoidal channel cross-sections using three velocity points E Abrari, MK Beirami, M Ergil Flow Measurement and Instrumentation 54, 27-38, 2017 | 10 | 2017 |
| Direct prediction of discharge at supercritical flow regime based on brink depth for inverted semicircular channels E Abrari, M Ergil, MK Beirami Journal of Irrigation and Drainage Engineering 143 (9), 06017010, 2017 | 7 | 2017 |
| Free over-fall in exponential channel cross-sections based on free vortex theory in supercritical flow regimes E Abrari, M Ergil, MK Beirami Flow Measurement and Instrumentation 50, 269-279, 2016 | 7 | 2016 |
| Prediction of hydraulic jump characteristics in a closed conduit using numerical and analytical methods E Maryami, R Mohammadpour, MK Beirami, AT Haghighi Flow Measurement and Instrumentation 82, 102071, 2021 | 6 | 2021 |
| Characteristics of subcritical flow over vertical drops with sloping aprons MR Chamani, MK BEYRAMI, N Rajaratnam, AA Dehghani IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 32 (5 …, 2008 | 5 | 2008 |
| Flow metering by end-depth method in inverted semicircular channels SV Nabavi, MK Beirami, M Sterling Proc. 4th IASME/WSEAS Int. Conf. Water Resour. Hydraul. Hydrol, 2009 | 3 | 2009 |
| Analysis of twodimentional flow over standard ogee spillway using RNG turbulence model M Sartaj, K Beirami, AM Fooladgar 7th International Congress on Civil Engineering, Tarbiat Modares University …, 2006 | 3 | 2006 |
| Forced hydraulic jump by one and two continuous sills in a horizontal stilling basin MK BEYRAMI, HM ILAGHI ESTEGHLAL 24 (1), 97-119, 2005 | 3 | 2005 |
| Laboratory investigation of hydraulic jump in divergent-convergent conversions MHJ Abnavi, R Mohammadpour, MK Beirami Flow Measurement and Instrumentation 94, 102444, 2023 | 2 | 2023 |
| Hydraulic investigation of converged ski-jump bucket in presence of dividing wall A Mollazadeh Sadeghion, G Azizyan, MK Beirami Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2022 | 1 | 2022 |
| Energy Dissipation of Converged Ski-jump Buckets by using Dividing Wall A Malazadeh-Sadeghion, G Azizyan, MK Beirami Amirkabir Journal of Civil Engineering 53 (5), 2195-2206, 2021 | 1 | 2021 |
| Discussion of “Turbulent Jet Energy Dissipation at Vertical Drops” by Mohammad R. Chamani, N. Rajaratnam, and MK Beirami SP Tatewar, AI Dhatrak, SV Sakhalkar Journal of Hydraulic Engineering 137 (8), 856-856, 2011 | 1 | 2011 |
