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yaser sheikhi
yaser sheikhi
PhD Candidate, Faculty of Civil Engineering and Architecture, Shahid Chamran University of
在 stu.scu.ac.ir 的电子邮件经过验证
标题
引用次数
引用次数
年份
Enhancing daily rainfall prediction in urban areas: a comparative study of hybrid artificial intelligence models with optimization algorithms
Y Sheikhi, SM Ashrafi, MR Nikoo, A Haghighi
Applied Water Science 13 (12), 232, 2023
82023
Introduce of crown wheel spillway and study of its discharge coefficient under free flow regime
B Lashkar-Ara, Y Sheikhi
Journal of Irrigation Science and Engineering 40 (2), 209-221, 2017
72017
Evaluation of critical submergence for horizontal intakes derived from the channel
Y Sheikhi, B Lashkar-Ara, M Valipour
Journal of Water and Soil Conservation 23 (4), 331-338, 2016
12016
Evaluation of Critical Submergence for Horizontal Intakes
Y Sheikhi, B Lashkar-Ara
IAHR, 2015
12015
Critical Submergence Estimation For Horizontal Intakes Derived From Reservoir Using Intelligent and Statistical Methods
Y Sheikhi, B Lashkar-Ara, M Fathi-moghadam, M Valipour
Irrigation Sciences and Engineering 41 (3), 171-184, 2018
2018
Investigating the effect of key width ratio on the flow coefficient of the piano key
K Roohanipoor, B Lashkar-Ara, Y Sheikhi
10th International River Engineering Conference, 2016
2016
Estimation of parameters of hydraulic jump in rough bed using nearest neighbor regression algorithm and non-linear regression
S Baharvand, B Lashkar-Ara, Y Sheikhi
14th Iranian Hydraulics Conference, 2015
2015
Evaluation of critical submergence for horizontal intakes In Reservoir using intelligent and statistical methods
Y Sheikhi, K, B Lashkar-Ara
10th International Congress on Civil Engineering, 2015
2015
Evaluation Effect of approach flow angle on critical submergence in vertical intakes
K Roohanipoor, B Lashkar-Ara, Y Sheikhi
10th International Congress on Civil Engineering, 2015
2015
Evaluation of effective parameters on critical submergence for intakes
Y Sheikhi, B Lashkar-Ara, A Shariyarpour
13th Iranian hydraulic conference, 2014
2014
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