| Analysis and Prioritizing Bank Account with TOPSIS Multiple-Criteria Decision-A Study of Refah Bank in Iran M Khodam Abbasi, M Hemmati, M Abdolshah 21st Australasian Finance and Banking Conference, 2008 | 47 | 2008 |
| Scour depth at river confluence of unequal bed level. MS Bejestan, M Hemmati | 25 | 2008 |
| Environmental effects of the causeway on water and salinity balance in Lake Urmia VN Mohammad Hemmati a,∗, Hojjat Ahmadi a, Sajad Ahmad Hamidi b Regional Studies in Marine Science, 2021 | 19 | 2021 |
| Erosion and sedimentation patterns associated with restoration structures of bendway weirs M Hemmati, P Daraby Journal of Hydro-Environment Research 22, 19-28, 2019 | 15 | 2019 |
| Discharge coefficient in the combined weir-gate structure M Nouri, M Hemmati Flow Measurement and Instrumentation 75, 101780, 2020 | 14 | 2020 |
| Scour depth around flat and sloped crest bendway weirs: a laboratory study M Hemmati, M Ghomeshi, H Ahmadi, S Lanzoni International Journal of River Basin Management 14 (1), 83-93, 2016 | 13 | 2016 |
| Experimental investigation of the effects of angle and length of bendway weirs on scouring and sedimentation in a meander river. M Hemmati, M Ghomeshi, SM Kashefipour, M Shafai-Bejestan, S Lanzoni | 12 | 2012 |
| Performance evaluation of Imperialist Competitive and Genetic algorithm for estimating groundwater quality parameters (case study: Bostanabad plain) S Emami, M Hemmati, H Arvanaghi Hydrogeology 2 (2), 44-53, 2018 | 11 | 2018 |
| Prediction of the discharge coefficient in compound broad-crested-weir gate by supervised data mining techniques M Nouri, P Sihag, O Kisi, M Hemmati, S Shahid, RM Adnan Sustainability 15 (1), 433, 2022 | 7 | 2022 |
| Flood Peak Flow Simulation and Determination of Flood Source Area in the QARANQU Watershed Using Hydrological Mod-Clark Model and GIS M Hemmati, M Shahnazi, H Ahmadi, M Salarjazi Irrigation and Water Engineering 7 (4), 65-80, 2017 | 5 | 2017 |
| Prevalence determination of M. hominis and M. genitalium in the semen samples in the northeast of Iran using culture and multiplex polymerase chain reaction M Kh, K Ghazvini, M Hemmati, H Hoseiniun, M Torkaman Archives of Razi Institute 76 (1), 41, 2021 | 4 | 2021 |
| Evaluation and comparison of different approaches of infiltration parameters estimation under different furrow irrigation systems and inflow regimes. V Rezaverdinejad, H Ahmadi, M Hemmati, H Ebrahimian | 4 | 2016 |
| Experimental Investigation on the Effect of the Bendway Weir Angle on the Erosion and Sedimentation Pattern in Meandering River M Hemmati, M Gomeshi, SM Kashefipour Iran-Water Resources Research 8 (3), 66-76, 2013 | 4 | 2013 |
| Numerical modeling of saltwater wedge under intruding and receding conditions (Case Study: Kahriz Aquifer, Lake Urmia) H Ahmadi, M Hemmati, M Motallebian Water Resources 49 (2), 249-258, 2022 | 3 | 2022 |
| Optimization of an effective quick coupling valve for pressurized irrigation P Gharebaghi, H Ahmadi, M Hemmati, V Rezaverdinejad Irrigation and Drainage 70 (4), 690-704, 2021 | 3 | 2021 |
| Analysis of seepage through earth dams by using finite difference numerical method and extended pressure technique H Ahmadi, H Salimi, M Hemmati Irrigation and Drainage Structures Engineering Research 19 (72), 1-14, 2018 | 3 | 2018 |
| Assessment of accuracy of CTRAN/W and SEAWAT models for prediction of saltwater wedge under intruding and receding conditions H Ahmadi, M Hemmati, M Motallebian Water and Soil 32 (1), 13-27, 2018 | 3 | 2018 |
| 3D Numerical simulation of dam-break flows with sediment transport over movable beds V Naderkhanloo, M Soudi, M Hemmati, SA Hamidi World Environmental and Water Resources Congress 2017, 161-170, 2017 | 3 | 2017 |
| The Effect of Height and Crest Slope of the Submerged Weirs on Erosion and Sedimentation Pattern in a [90]^ o Sharp Bend M SALEHZADEH, M Hemmati, M Yasi, S LANZONI Iranian Journal of Soil and Water Research 52 (3), 621-633, 2021 | 2 | 2021 |
| 3D numerical simulation of wind direction effect on flow circulation and salinity patterns at Lake Urmia M Hemmati, H Ahmadi, SA Hamidi Irrigation and Water Engineering 10 (3), 22-33, 2020 | 2 | 2020 |
