8 - Khosravinia P., Nikpour M.R*. Kisi O., Adnan R.M. 2023. Predicting Discharge Coefficient of Triangular Side Orifice Using LSSVM Optimized by Gravity Search Algorithm. Water. 15(7), 1341. https://doi.org/10.3390/w15071341
7 - Nikpour M.R*, Abdollahi S., Sanikhani H., Raeisi J., Yaseen Z.M. 2022. Coupled data pre‑processing approach with data intelligence models for monthly precipitation forecasting. International Journal of Environmental Science and Technology. 19: 11919-11934. https://doi.org/10.1007/s13762-022-04395-2
6 - Hasanpour Kashani M., Nikpour M.R., Jalali R. 2022. Water quality prediction using data-driven models case study: Ardabil plain, Iran. Soft Computing. 27(11), 7439-7448. https://doi.org/10.1007/s00500-022-07684-7
5 - Esmaeilbeiki F., Nikpour M.R*. Singh V.K., Kisi O., Sihag P., Sanikhani H. 2020. Exploring the application of soft computing techniques for spatial evaluation of groundwater quality variables. Journal of Cleaner Production. 276, (124206). https://doi.org/10.1016/j.jclepro.2020.124206
4 - Khosravinia P. Nikpour M.R*. Kisi O., Yaseen Z.M. 2020. Application of novel data mining algorithms in prediction of discharge and end depth in trapezoidal sections. Computers and Electronics in Agriculture. 170, (105283). https://doi.org/10.1016/j.compag.2020.105283
3 - Khosravinia P., Malekpour A., Nikpour M.R., Hosseinzadeh Dalir A. 2020. Scour depth in confluences considering tributary flow, bank slop, and post-confluence conditions. Water Science and Technology: Water supply. 20(6): 2389-2399. https://doi.org/ 10.2166/ws.2020.131
2 - Kisi O., Khosravinia P., Nikpour M.R., Sanikhani H. 2019. Hydrodynamics of river-chammel confluence; toward modeling separation zone using GEP, MARS, M5 Tree and DENFIS techniques. Stochastic Environmental Research and Risk Assessment. 33: 1089-1107. https://doi.org/10.1007/s00477-019-01684-0
1 - Khosravinia P., Nikpour M.R*. Malekpour A., Hosseinzadeh Dalir A. 2019. Effect of side slope of main channels on formation and penetration of scour hole in confluences. River Research and Applications. 35(2): 159-168.