| New stage-discharge relationship for weirs of finite crest length M Bijankhan, C Di Stefano, V Ferro, S Kouchakzadeh Journal of Irrigation and Drainage Engineering 140 (3), 06013006, 2014 | 52 | 2014 |
| Maximum scour depth at bridge abutments terminating in the floodplain zone S Kouchakzadeh, RD Townsend Canadian Journal of Civil Engineering 24 (6), 996, 1997 | 51 | 1997 |
| New stage-discharge relationships for radial gates M Bijankhan, V Ferro, S Kouchakzadeh Journal of irrigation and drainage engineering 139 (5), 378-387, 2013 | 44 | 2013 |
| Discussion of “Turbulent flow friction factor calculation using a mathematically exact alternative to the Colebrook–White equation” by Jagadeesh R. Sonnad and Chetan T. Goudar AR Vatankhah, S Kouchakzadeh Journal of Hydraulic Engineering 134 (8), 1187-1187, 2008 | 42 | 2008 |
| New stage–discharge relationships for free and submerged sluice gates M Bijankhan, V Ferro, S Kouchakzadeh Flow Measurement and Instrumentation 28, 50-56, 2012 | 41 | 2012 |
| Unified discharge coefficient formula for free and submerged triangular labyrinth weirs M Bijankhan, S Kouchakzadeh Flow Measurement and Instrumentation 57, 46-56, 2017 | 37 | 2017 |
| Distinguishing condition curve for radial gates M Bijankhan, S Kouchakzadeh, E Bayat Flow Measurement and Instrumentation 22 (6), 500-506, 2011 | 32 | 2011 |
| Application of the submerged experimental velocity profiles for the sluice gate's stage-discharge relationship M Bijankhan, S Kouchakzadeh, G Belaud Flow measurement and instrumentation 54, 97-108, 2017 | 27 | 2017 |
| Free hydraulic jump due to parallel jets M Bijankhan, S Kouchakzadeh Journal of Irrigation and Drainage Engineering 141 (2), 04014049, 2015 | 25 | 2015 |
| The hydraulics of parallel sluice gates under low flow delivery condition M Bijankhan, S Kouchakzadeh Flow Measurement and Instrumentation 41, 140-148, 2015 | 23 | 2015 |
| Exact equations for pipe-flow problems AR Vatankhah, S Kouchakzadeh Taylor & Francis Group 47 (4), 537-538, 2009 | 21 | 2009 |
| Spatially varied flow in non‐prismatic channels. I: dynamic equation S Kouchakzadeh, ARV Mohammad‐Abadi Irrigation and Drainage: The journal of the International Commission on …, 2002 | 21 | 2002 |
| Predicting peak discharge from breached embankment dams R Azimi, AR Vatankhah, S Kouchakzadeh E-Proc. 36th IAHR World Congress, Hague, 2015 | 20 | 2015 |
| Egg-shaped cross section: Uniform flow direct solution and stability identification M Bijankhan, S Kouchakzadeh Flow Measurement and Instrumentation 22 (6), 511-516, 2011 | 20 | 2011 |
| Discussion of ¡¡Exact solutions for normal depth problem¢¢by Prabhata K. Swamee and Pushpa N. Rathie S Kouchakzadeh, AR Vatankhah J. Hydraul. Res 45 (4), 567-571, 2007 | 17 | 2007 |
| Sill-controlled hydraulic jump in a gradually expanding channel MH Omid, A Gord-Noshahri, S Kouchakzadeh Proceedings of the Institution of Civil Engineers-Water Management 163 (10 …, 2010 | 14 | 2010 |
| Boussinesq equations for flows over steep slopes and structures E Darvishi, JD Fenton, S Kouchakzadeh Journal of Hydraulic Research 55 (3), 324-337, 2017 | 13 | 2017 |
| Simulation of hydraulic problems in FLOW-3D F Ghasemzadeh, S Kouchakzadeh Noavar Publ., Tehran, Iran, 2013 | 13 | 2013 |
| Discussion of “Benchmark of Discharge Calibration Methods for Submerged Sluice Gates” by Carlos Sepúlveda, Manuel Gómez, and José Rodellar M Bijankhan, S Kouchakzadeh Journal of irrigation and drainage engineering 137 (1), 56-57, 2011 | 13 | 2011 |
| Discussion of “Head-Discharge Equation for Sharp-Crested Polynomial Weir” by Raouf E. Baddour AR Vatankhah, S Kouchakzadeh Journal of irrigation and drainage engineering 135 (3), 393-395, 2009 | 13 | 2009 |
