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Ali Foroudi
Ali Foroudi
‌Assistant professor, Department of Civil Engineering, Faculty of Engineering, Quchan University of
在 qiet.ac.ir 的电子邮件经过验证
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引用次数
引用次数
年份
Experimental study of cavitation index in an ogee spillway by considering convergence angle of sidewalls
A Foroudi, R Barati
Water Supply 22 (6), 5729-5738, 2022
102022
Evaluating the effect of downstream channel width variation on hydraulic performance of arched plan stepped spillways
A Foroudi, K Roushangar, M Saneie, FV Mehrabani, F Alizadeh
Water Resources Management 36 (11), 4237-4253, 2022
82022
Experimental study and artificial intelligence-based modeling of discharge coefficient of converging ogee spillways
K Roushangar, A Foroudi Khowr, M Saneie
ISH Journal of Hydraulic Engineering 27 (sup1), 97-104, 2021
82021
Investigating impact of converging training walls of the ogee spillways on hydraulic performance
K Roushangar, AF Khowr, M Saniei, F Alizadeh
Paddy and Water Environment 18, 355-366, 2020
72020
Influential parameters on submerged discharge capacity of converging ogee spillways based on experimental study and machine learning-based modeling
K Roushangar, A Foroudi, M Saneie
Journal of Hydroinformatics 21 (3), 474-492, 2019
72019
Prognostication of scour around twin and three piers using efficient outlier robust extreme learning machine
MRG Nou, A Foroudi, SD Latif, A Parsaie
Environmental Science and Pollution Research 29 (49), 74526-74539, 2022
62022
Comparison of Adaptive Neuro Fuzzy Inference System (ANFIS) and Support Vector Machines (SVM) for discharge capacity prediction of a sharp-crested weirs
A Foroudi Khowr, M Saneie, M Azhdari Moghaddam
Iranian Journal of Irrigation & Drainage 11 (5), 772-784, 2017
62017
Prediction of Discharge Coefficient for Ogee Spillway with Curve Axis Using Support Vector Machine by Comparison with Adaptive Neuro Fuzzy Inference System
K Roushangar, A Foroudi Khowr, M Saneie
Iranian Journal of Irrigation & Drainage 11 (4), 647-657, 2017
32017
Hydraulic Simulation of the Failure of the Embankment Dams:(Part 1: Model Development)
AR Kavosizadeh, R Barati, H Saboorkazeran, A Foroudi
Irrigation and Water Engineering 14 (4), 350-370, 2024
2024
Hydraulic Simulation of the Failure of the Embankment Dams:(Part 2: Risk Analysis and Identifying of Vulnerable Points)
AR Kavousi, R Barati, A Foroudi, H Saboorkazeran
Irrigation and Water Engineering, 2024
2024
Discharge Coefficient Estimation of Sharp-Crested Curved-Plan Spillways using Soft Computing Approaches
A Foroudi, R Barati
Computational Engineering and Physical Modeling 6 (2), 25-44, 2023
2023
Experimental Study of Hydraulic Performance of Stepped Spillway with a Curve Axis Affected by Downstream Transition Channel slope Changes
A Foroudi, K Roushangar, A Aghaeie Far
Journal of Water and Soil Conservation 27 (6), 47-66, 2021
2021
Impact of Angle of Converging Training Walls of Ogee-Spillway with a Curve Axis on Hydraulics Performance of Chute in Both Symmetrical and Asymmetrical Situations
M Saneie, K Roshangar, A Foroudi, PLH Haji
WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE) 29 (4001662), 135-145, 2020
2020
Experimental Study of Hydraulic Performance of Stepped Spillway with a Curve Axis Affected by Downstream Channel Width Changes
A Foroudi, K Roushangar, M Saneie
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