| A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs S Kumar, Z Ahmad, T Mansoor Flow measurement and instrumentation 22 (3), 175-180, 2011 | 153 | 2011 |
| Multiple linear regression and genetic algorithm approaches to predict temporal scour depth near circular pier in non-cohesive sediment M Pandey, M Zakwan, PK Sharma, Z Ahmad ISH Journal of Hydraulic Engineering 26 (1), 96-103, 2020 | 94 | 2020 |
| Discharge characteristics of sharp-crested circular side orifices in open channels A Hussain, Z Ahmad, GL Asawa Flow Measurement and Instrumentation 21 (3), 418-424, 2010 | 81 | 2010 |
| Estimation of maximum scour depth near a spur dike M Pandey, Z Ahmad, PK Sharma Canadian Journal of Civil Engineering 43 (3), 270-278, 2016 | 79 | 2016 |
| Scour around impermeable spur dikes: a review M Pandey, Z Ahmad, PK Sharma ISH journal of hydraulic engineering 24 (1), 25-44, 2018 | 74 | 2018 |
| An expert system for predicting Manning’s roughness coefficient in open channels by using gene expression programming HM Azamathulla, Z Ahmad, A Ab. Ghani Neural Computing and Applications 23, 1343-1349, 2013 | 69 | 2013 |
| Gene-expression programming for transverse mixing coefficient HM Azamathulla, Z Ahmad Journal of Hydrology 434, 142-148, 2012 | 60 | 2012 |
| Flow through sharp-crested rectangular side orifices under free flow condition in open channels A Hussain, Z Ahmad, GL Asawa Agricultural Water Management 98 (10), 1536-1544, 2011 | 58 | 2011 |
| Maximum scour depth around bridge pier in gravel bed streams M Pandey, PK Sharma, Z Ahmad, N Karna Natural hazards 91, 819-836, 2018 | 52 | 2018 |
| Discharge characteristics of sharp crested weir of curved plan-form S Kumar, Z Ahmad, T Mansoor, SK Himanshu Research Journal of Engineering Sciences 2278, 9472, 2012 | 52 | 2012 |
| Flow through lateral circular orifice under free and submerged flow conditions A Hussain, Z Ahmad, CSP Ojha Flow Measurement and Instrumentation 52, 57-66, 2016 | 51 | 2016 |
| Evaluation of existing equations for temporal scour depth around circular bridge piers M Pandey, PK Sharma, Z Ahmad, UK Singh Environmental Fluid Mechanics 17, 981-995, 2017 | 50 | 2017 |
| Analysis of flow through lateral rectangular orifices in open channels A Hussain, Z Ahmad, CSP Ojha Flow Measurement and Instrumentation 36, 32-35, 2014 | 44 | 2014 |
| Fate of coliforms and pathogenic parasite in four full-scale sewage treatment systems in India VK Tyagi, BK Sahoo, A Khursheed, AA Kazmi, Z Ahmad, AK Chopra Environmental monitoring and assessment 181, 123-135, 2011 | 44 | 2011 |
| Discussion of “Energy Dissipation on Block Ramps with Staggered Boulders” by Z. Ahmad, NM Petappa, and B. Westrich S Kucukali Journal of hydraulic engineering 137 (1), 144-145, 2011 | 44 | 2011 |
| Time-line cubic spline interpolation scheme for solution of advection equation Z Ahmad, UC Kothyari Computers & fluids 30 (6), 737-752, 2001 | 41 | 2001 |
| Scour around spur dike in sand–gravel mixture bed M Pandey, WH Lam, Y Cui, MA Khan, UK Singh, Z Ahmad Water 11 (7), 1417, 2019 | 39 | 2019 |
| Discharge characteristics of a trench weir S Kumar, Z Ahmad, UC Kothyari, MK Mittal Flow Measurement and Instrumentation 21 (2), 80-87, 2010 | 38 | 2010 |
| Incipient motion for gravel particles in cohesionless sediment mixtures UK Singh, Z Ahmad, A Kumar, M Pandey Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2019 | 37 | 2019 |
| Discharge characteristics of lateral circular intakes in open channel flow M Hashid, A Hussain, Z Ahmad Flow Measurement and Instrumentation 46, 87-92, 2015 | 37 | 2015 |
