A. R. Vatankhah

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Koautoren

Salah KouchakzadehIrrigation and Reclamation Engineering Department, University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
Javad FarhoudiProfessor, University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
Ali Mahdavi MazdehPenn State University, Ruhr University BochumBestätigte E-Mail-Adresse bei psu.edu
Mohammad BijankhanAssociate Prof. Imam Khomeini International UniversityBestätigte E-Mail-Adresse bei eng.ikiu.ac.ir
Hossein Khalili ShayanPhD in Hydraulic StructuresBestätigte E-Mail-Adresse bei ut.ac.ir
Ali HabibzadehNorthwest Hydraulic ConsultantsBestätigte E-Mail-Adresse bei ualberta.ca
Mohammad Hosein OmidProfessor, University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
Milad MohammadiMaster degree of hydraulic engineering, University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
Faezeh VelayatiBestätigte E-Mail-Adresse bei alumni.ut.ac.ir
younes aminpourDepartment of Hydraulic, Hydro-Environmental Engineering, Water ResearchBestätigte E-Mail-Adresse bei ut.ac.ir
Zahra AghashariatmadariAssistant Prof., Irrigation & Reclamation Engrg. Dept. University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
abolfazl barghiPhd candidate of tehran universityBestätigte E-Mail-Adresse bei ut.ac.ir
Valiani AlessandroProfessore di IdraulicaBestätigte E-Mail-Adresse bei unife.it
Hamed EbrahimianUniversity of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
Pooya Peysokhan TajdanooWater Resources Engineering and ManagementBestätigte E-Mail-Adresse bei stud.uni-stuttgart.de
Mohammad Sedghi-AslAssociate Professor of Water Engineering , Soil Sciences Department, YasoujBestätigte E-Mail-Adresse bei yu.ac.ir
Arezoo N. GhameshlouAssistant Professor of Mathematics, University of TehranBestätigte E-Mail-Adresse bei ut.ac.ir
MirMohammad BayramiUniversity of Tehran, Irrigation & Reclamation Eng. DeptBestätigte E-Mail-Adresse bei ut.ac.ir
Amin SeyedzadehDepartment of Water Engineering, Faculty of Agriculture, Fasa UniversityBestätigte E-Mail-Adresse bei ut.ac.ir
zahra amjadianPh.D Student at Tehran UniversityBestätigte E-Mail-Adresse bei ut.ac.ir

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A. R. Vatankhah

Professor, University of Tehran, Department of Irrigation and Reclamation Engineering

Bestätigte E-Mail-Adresse bei ut.ac.ir - Startseite

Open Channel Hydraulics Hydraulic Structures Hydraulic Engineering Hydraulic and Mathematical Modeling Flow Measurement


Titel Nach Zitationen sortieren Nach Jahr sortieren Nach Titel sortieren	Zitiert von Zitiert von	Jahr
Role of energy loss on discharge characteristics of sluice gates A Habibzadeh, AR Vatankhah, N Rajaratnam Journal of Hydraulic engineering 137 (9), 1079-1084, 2011	110	2011
Flow measurement using circular sharp-crested weirs AR Vatankhah Flow measurement and instrumentation 21 (2), 118-122, 2010	83	2010
Explicit solutions for critical and normal depths in channels with different shapes AR Vatankhah, SM Easa Flow Measurement and Instrumentation 22 (1), 43-49, 2011	76	2011
Discussion of “Improved Nonlinear Muskingum Model with Variable Exponent Parameter” by Said M. Easa AR Vatankhah Journal of Hydrologic Engineering 19 (10), 2014	53*	2014
Discussion of “Parameter Estimation of the Nonlinear Muskingum Flood-Routing Model Using a Hybrid Harmony Search Algorithm” by Halil Karahan, Gurhan Gurarslan, and Zong Woo Geem AR Vatankhah https://doi.org/10.1061/(ASCE)HE.1943-5584.0000845, 2014	45	2014
Approximate analytical solutions for the Colebrook equation AR Vatankhah J. Hydraul. Eng 144 (5), 06018007, 2018	44	2018
Discussion of “Turbulent flow friction factor calculation using a mathematically exact alternative to the Colebrook–White equation” by Jagadeesh R. Sonnad and Chetan T. Goudar AR Vatankhah, S Kouchakzadeh Journal of Hydraulic Engineering 134 (8), 1187-1187, 2008	44	2008
Analytical solution for water surface profile along a side weir in a triangular channel AR Vatankhah Flow Measurement and Instrumentation 23 (1), 76-79, 2012	42	2012
Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels AR Vatankhah Ain Shams Engineering Journal 4 (1), 17-23, 2013	38	2013
New solution method for water surface profile along a side weir in a circular channel AR Vatankhah Journal of irrigation and drainage engineering 138 (10), 948-954, 2012	33	2012
Simplified procedure for design of long-throated flumes and weirs AR Vatankhah, A Mahdavi Flow Measurement and instrumentation 26, 79-84, 2012	32	2012
Predicting discharge coefficient of triangular side orifice under free flow conditions AR Vatankhah, SH Mirnia Journal of Irrigation and Drainage Engineering 144 (10), 04018030, 2018	30	2018
Comment on “Gene expression programming analysis of implicit Colebrook–White equation in turbulent flow friction factor calculation” AR Vatankhah Journal of Petroleum Science and Engineering 124, 402-405, 2014	30	2014
Water surface profiles along a rectangular side weir in a U-shaped channel (analytical findings) AR Vatankhah Journal of Hydrologic Engineering 18 (5), 595-602, 2013	28	2013
Water surface profile along a side weir in a parabolic channel AR Vatankhah Flow Measurement and Instrumentation 32, 90-95, 2013	27	2013
Approximate solutions to complete elliptic integrals for practical use in water engineering AR Vatankhah Journal of Hydrologic Engineering 16 (11), 942-945, 2011	27	2011
Evaluation of explicit numerical solution methods of the Muskingum model AR Vatankhah Journal of Hydrologic Engineering 19 (8), 06014001, 2014	24	2014
Exact equations for pipe-flow problems AR Vatankhah, S Kouchakzadeh Taylor & Francis Group 47 (4), 537-538, 2009	23	2009
Head-discharge equation for sharp-crested weir with piecewise-linear sides AR Vatankhah Journal of Irrigation and Drainage Engineering 138 (11), 1011-1018, 2012	22	2012
Sharp-crested weir located at the end of a circular channel AR Vatankhah, S Khalili Proceedings of the Institution of Civil Engineers-Water Management 170 (6 …, 2017	21	2017

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