Theo dơi
Farzin Salmasi
Farzin Salmasi
Professor, Department of Water Engineering, Faculty of Agriculture, University of Tabriz
Email được xác minh tại
Tiêu đề
Trích dẫn bởi
Trích dẫn bởi
Modeling energy dissipation over stepped spillways using machine learning approaches
K Roushangar, S Akhgar, F Salmasi, J Shiri
Journal of Hydrology 508, 254-265, 2014
Effect of location and angle of cutoff wall on uplift pressure in diversion dam
B Mansuri, F Salmasi, B Oghati
Geotechnical and Geological Engineering 32, 1165-1173, 2014
Application of Gaussian process regression model to predict discharge coefficient of Gated Piano Key Weir
M Akbari, F Salmasi, H Arvanaghi, M Karbasi, D Farsadizadeh
Water Resources Management 33, 3929-3947, 2019
Application of SVM, ANN, GRNN, RF, GP and RT models for predicting discharge coefficients of oblique sluice gates using experimental data
F Salmasi, M Nouri, P Sihag, J Abraham
Water Supply 21 (1), 232-248, 2021
Predicting discharge coefficient of compound broad-crested weir by using genetic programming (GP) and artificial neural network (ANN) techniques
F Salmasi, G Yıldırım, A Masoodi, P Parsamehr
Arabian Journal of Geosciences 6, 2709-2717, 2013
Modelling energy dissipation over stepped-gabion weirs by artificial intelligence
R Khatibi, F Salmasi, MA Ghorbani, H Asadi
Water resources management 28, 1807-1821, 2014
Vertical sluice gate discharge coefficient
NN Oskuyi, F Salmasi
Journal of Civil Engineering and Urbanism 2 (3), 108-114, 2012
Effect of horizontal drain length and cutoff wall on seepage and uplift pressure in heterogeneous earth dam with numerical simulation
B Mansuri, F Salmasi
Journal of Civil Engineering and Urbanism 3 (3), 114-121, 2013
Deep learning under H2O framework: A novel approach for quantitative analysis of discharge coefficient in sluice gates
MA Ghorbani, F Salmasi, MK Saggi, AS Bhatia, E Kahya, R Norouzi
Journal of Hydroinformatics 22 (6), 1603-1619, 2020
Neuro-fuzzy approach for estimating energy dissipation in skimming flow over stepped spillways
F Salmasi, M Özger
Arabian Journal for Science and Engineering 39, 6099-6108, 2014
A study of friction factor formulation in pipes using artificial intelligence techniques and explicit equations.
F Salmasi, R Khatibi, MA Ghorbani
Turkish Journal of Engineering & Environmental Sciences 36 (2), 2012
Experimental study of energy dissipation over stepped gabion spillways with low heights
F Salmasi, MR Chamani, ZD FARSADI
Predicting seepage from unlined earthen channels using the finite element method and multi variable nonlinear regression
F Salmasi, J Abraham
Agricultural water management 234, 106148, 2020
Estimating discharge coefficient of stepped spillways under nappe and skimming flow regime using data driven approaches
K Roushangar, S Akhgar, F Salmasi
Flow Measurement and Instrumentation 59, 79-87, 2018
Effect of inclined clay core on embankment dam seepage and stability through LEM and FEM
F Salmasi, R Norouzi, J Abraham, B Nourani, S Samadi
Geotechnical and Geological Engineering 38, 6571-6586, 2020
Numerical investigation on geometric configurations affecting seepage from unlined earthen channels and the comparison with field measurements
R Hosseinzadeh Asl, F Salmasi, H Arvanaghi
Engineering Applications of Computational Fluid Mechanics 14 (1), 236-253, 2020
Discharge coefficients for rectangular broad-crested gabion weirs: experimental study
F Salmasi, N Sabahi, J Abraham
Journal of Irrigation and Drainage Engineering 147 (3), 04021001, 2021
A new approach for oblique weir discharge coefficient prediction based on hybrid inclusive multiple model
R Norouzi, H Arvanaghi, F Salmasi, D Farsadizadeh, MA Ghorbani
Flow Measurement and Instrumentation 76, 101810, 2020
Effect of upstream semi-impervious blanket of embankment dams on seepage
F Salmasi, M Nouri
ISH Journal of Hydraulic Engineering 25 (2), 143-152, 2019
Discharge relations for rectangular broad-crested weirs
F Salmasi, S Poorescandar, A Hosseinzadeh Dalir, D Farsadi Zadeh
Journal of Agricultural Sciences 17 (4), 324-336, 2011
Hệ thống không thể thực hiện thao tác ngay bây giờ. Hăy thử lại sau.
Bài viết 1–20