| A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow H Haddadi, M Rahimpour Flow Measurement and Instrumentation 26, 63-67, 2012 | 43 | 2012 |
| Improving the pressurized flushing efficiency in reservoirs: an experimental study MR Madadi, M Rahimpour, K Qaderi Water Resources Management 31, 4633-4647, 2017 | 35 | 2017 |
| Sediment flushing upstream of large orifices: An experimental study MR Madadi, M Rahimpour, K Qaderi Flow Measurement and Instrumentation 52, 180-189, 2016 | 31 | 2016 |
| Flow over trapezoidal side weir M Rahimpour, Z Keshavarz, M Ahmadi Flow measurement and instrumentation 22 (6), 507-510, 2011 | 31 | 2011 |
| A simple model for estimation of dimensionless isovel contours in open channels MF Maghrebi, M Rahimpour Flow Measurement and Instrumentation 16 (6), 347-352, 2005 | 31 | 2005 |
| Effect of debris on piers group scour: An experimental study E Rahimi, K Qaderi, M Rahimpour, MM Ahmadi KSCE Journal of Civil Engineering 22, 1496-1505, 2018 | 27 | 2018 |
| Impacts of vegetation over bedforms on flow characteristics in gravel-bed rivers H Afzalimehr, MR Maddahi, J Sui, M Rahimpour Journal of Hydrodynamics 31, 986-998, 2019 | 26 | 2019 |
| Prediction of stage–discharge curves in open-channels using a fixed-point velocity measurement M Rahimpour, MF Maghrebi Flow Measurement and Instrumentation 17 (5), 276-281, 2006 | 26 | 2006 |
| Influence of collars on reduction in scour depth at two piers in a tandem configuration S Memar, M Zounemat-Kermani, A Beheshti, M Rahimpour, G De Cesare, ... Acta Geophysica 68, 229-242, 2020 | 21 | 2020 |
| On numerical stabilization in the solution of Saint-Venant equations using the finite element method F Zarmehi, A Tavakoli, M Rahimpour Computers & Mathematics with Applications 62 (4), 1957-1968, 2011 | 21 | 2011 |
| Streamwise velocity distribution in irregular shaped channels having composite bed roughness MF Maghrebi, M Rahimpour Flow Measurement and Instrumentation 17 (4), 237-245, 2006 | 20 | 2006 |
| Experimental study on the effect of bottomless structure in front of a bottom outlet on a sediment flushing cone H Haghjouei, M Rahimpour, K Qaderi, SA Kantoush International Journal of Sediment Research 36 (3), 335-347, 2021 | 19 | 2021 |
| Numerical modeling based on a finite element method for simulation of flow in furrow irrigation S Sayari, M Rahimpour, M Zounemat-Kermani Paddy and Water Environment 15, 879-887, 2017 | 16 | 2017 |
| Effect of submerged vanes in front of circular reservoir intake on sediment flushing cone S Beiramipour, K Qaderi, M Rahimpour, MM Ahmadi, SA Kantoush Proceedings of the Institution of Civil Engineers-Water Management 174 (5 …, 2021 | 11 | 2021 |
| Scour at side by side pier and abutment with debris accumulation E Rahimi, K Qaderi, M Rahimpour, MM Ahmadi, MR Madadi Marine Georesources & Geotechnology 39 (4), 459-470, 2021 | 8 | 2021 |
| Experimental investigation of the effect of debris accumulation on the local scour at bridge pier and abutment Z Abousaeidi, K Ghaderi, M Rahimpour, MM Ahmadi Journal of Water and Soil Conservation 25 (2), 267-282, 2018 | 8 | 2018 |
| Multi-grid Beam and Warming scheme for the simulation of unsteady flow in an open channel M Rahimpour, A Tavakoli Water SA 37 (2), 2011 | 8 | 2011 |
| Investigating the capability of two hybrid intelligence methods to predict bedform dimensions of alluvial channels K Qaderi, MR Maddahi, M Rahimpour, M Masoumi Shahr-babak Water Science and Technology: Water Supply 18 (5), 1706-1718, 2018 | 7 | 2018 |
| Gröbner bases for solving ΔQ-equations in water distribution networks A Tavakoli, M Rahimpour Applied Mathematical Modelling 38 (2), 562-575, 2014 | 7 | 2014 |
| The Effect of Upstream Overhang on Debris Blocking and Discharge Capacity of Piano Key Weirs M Poshteh-Shirani, M Rahimpour, MM Ahmadi Journal of Ferdowsi Civil Engineering 30 (2), 33-44, 2018 | 6 | 2018 |
kourosh qaderiAssociate prof. Department of Water Eng. Shahid Bahonar university of Kerman, Kerman, IranVerified email at uk.ac.ir
