Discharge coefficient for free and submerged flow over Piano Key weir A Kabiri-Samani, A Javahei Journal of Hydraulic Research 50 (ARTICLE), 642-645, 2012 | 187 | 2012 |
Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation S Bagheri, AR Kabiri-Samani, M Heidarpour Flow Measurement and Instrumentation 35, 109-115, 2014 | 59 | 2014 |
Clear-water scour around semi-elliptical abutments with armored beds SUI Jueyi, H Afzalimehr, AK Samani, M Maherani International Journal of Sediment Research 25 (3), 233-245, 2010 | 57 | 2010 |
Flow characteristics of grid drop-type dissipators AR Kabiri-Samani, E Bakhshian, MR Chamani Flow Measurement and Instrumentation 54, 298-306, 2017 | 45 | 2017 |
Swirling flow at vertical shaft spillways with circular piano-key inlets R Shemshi, A Kabiri-Samani Journal of Hydraulic Research 55 (2), 248-258, 2017 | 45 | 2017 |
Discharge coefficient of rectangular sharp-crested side weirs Part II: Domínguez's method S Bagheri, AR Kabiri-Samani, M Heidarpour Flow Measurement and Instrumentation 35, 116-121, 2014 | 45 | 2014 |
Application of neural networks and fuzzy logic models to long-shore sediment transport AR Kabiri-Samani, J Aghaee-Tarazjani, SM Borghei, DS Jeng Applied Soft Computing 11 (2), 2880-2887, 2011 | 45 | 2011 |
Effect of anti-vortex plates on critical submergence at a vertical intake SM BORGHEEI, SAAR KABIRI SCIENTIA IRANICA 17 (2), 89-95, 2010 | 42 | 2010 |
Optimal reservoir operation based on conjunctive use of surface water and groundwater using neuro-fuzzy systems HR Safavi, I Chakraei, A Kabiri-Samani, MH Golmohammadi Water resources management 27, 4259-4275, 2013 | 36 | 2013 |
Flow regimes at grid drop-type dissipators caused by changes in tail-water depth M Sharif, A Kabiri-Samani Journal of Hydraulic Research 56 (4), 505-516, 2018 | 32 | 2018 |
Effects of anti-vortex plates on air entrainment by free vortex AR Kabiri-Samani, SM Borghei Scientia Iranica 20 (2), 251-258, 2013 | 31 | 2013 |
Boundary shear stress in smooth trapezoidal open channel flows A Kabiri-Samani, F Farshi, MR Chamani Journal of Hydraulic Engineering 139 (2), 205-212, 2013 | 31 | 2013 |
Hydraulic behaviour of flow over an oblique weir A Kabiri-Samani, A Ansari, SM Borghei Journal of Hydraulic Research 48 (5), 669-673, 2010 | 30 | 2010 |
Analytical approach for flow over an oblique weir AR KABIRI-SAMANI SCIENTIA IRANICA 17 (2), 107-117, 2010 | 29 | 2010 |
Oblique weir equation using incomplete self-similarity SM Borghei, AR Kabiri-Samani, N Nekoee Canadian Journal of Civil Engineering 33 (10), 1241-1250, 2006 | 29 | 2006 |
Fluctuation of air-water two-phase flow in horizontal and inclined water pipelines AR Kabiri-Samani, SM Borghei, MH Saidi | 28 | 2007 |
Discussion of Discharge coefficient for free and submerged flow over Piano Key weir M Pfister, S Erpicum, O Machiels, A Schleiss, M Pirotton Journal of Hydraulic Research 50 (ARTICLE), 642-645, 2012 | 25 | 2012 |
Discharge coefficient of a rectangular labyrinth weir A Kabiri-Samani, A Javaheri, SM Borghei Proceedings of the Institution of Civil Engineers-Water Management 166 (8 …, 2013 | 24 | 2013 |
Numerical analysis of rubber dams using fluid–structure interactions N Cheraghi-Shirazi, AR Kabiri-Samani, B Boroomand Flow Measurement and Instrumentation 40, 91-98, 2014 | 23 | 2014 |
Numerical modeling of flow field around the labyrinth side-weirs in the presence of guide vanes A Abdollahi, A Kabiri-Samani, K Asghari, H Atoof, S Bagheri ISH Journal of Hydraulic Engineering 23 (1), 71-79, 2017 | 22 | 2017 |