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Discussion of “application of excel solver for parameter estimation of the nonlinear Muskingum models” by Reza Barati

KSCE Journal of Civil Engineering, 2015, 19(1), , pp.332-336

Vatankhah, Ali R.

2015

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Improved explicit approximation of linear dispersion relationship for gravity waves: A discussion

Coastal engineering (Amsterdam), 2013-08, Vol.78, p.21-22

2013

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Improved explicit approximation of linear dispersion relationship for gravity waves: Comment on another discussion

Coastal engineering (Amsterdam), 2013-11, Vol.81, p.30-31

2013

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Discussion of “Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway” by Bruce M. Savage, Brian M. Crookston, and Greg S. Paxson

Journal of hydraulic engineering (New York, N.Y.), 2017-09, Vol.143 (9)

Vatankhah, Ali R.

2017

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Comment on “Gene expression programming analysis of implicit Colebrook–White equation in turbulent flow friction factor calculation”

Journal of petroleum science & engineering, 2014-12, Vol.124, p.402-405

Vatankhah, Ali R.

2014

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Limiting dimensions for trapezoidal channels and control notches (Design Aid)

KSCE Journal of Civil Engineering, 2013, 17(4), , pp.850-857

Vatankhah, Ali R.

2013

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Stage-discharge relationship for triangular and curved-edge triangular weirs

Flow measurement and instrumentation, 2019-10, Vol.69, p.101609, Article 101609

2019

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Optimum simple and complex power-law channels

SN applied sciences, 2020-08, Vol.2 (8), p.1400, Article 1400

Vatankhah, Ali R.

2020

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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

Journal of hydrologic engineering, 2014-04, Vol.19 (4), p.839-842

Vatankhah, Ali R.

2014

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New open channel with elliptic sides and horizontal bottom

KSCE Journal of Civil Engineering, 2014, 18(4), , pp.1197-1204

2014

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Stage–discharge equation for simple flumes with semi-cylinder contractions

SN applied sciences, 2020-03, Vol.2 (3), p.510, Article 510

2020

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Power-law free overfall in subcritical flow regime

Ain Shams Engineering Journal, 2015-06, Vol.6 (2), p.399-402

Vatankhah, Ali R.

2015

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Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels

Ain Shams Engineering Journal, 2013-03, Vol.4 (1), p.17-23

Vatankhah, Ali R.

2013

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Uniform flow depth in trapezoidal open channels

Flow measurement and instrumentation, 2023-12, Vol.94, p.102458, Article 102458

Vatankhah, Ali R.

2023

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Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao

Journal of irrigation and drainage engineering, 2023-01, Vol.149 (1)

Vatankhah, Ali R.

2023

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Experimental study of simple flumes with converging triangular walls

Flow measurement and instrumentation, 2024-07, Vol.97, p.102623, Article 102623

2024

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Comments on “Delta-perturbation expansion for critical flow depth problem in trapezoidal channels”

Flow measurement and instrumentation, 2023-12, Vol.94, p.102467, Article 102467

2023

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Experimental study of simple flumes with trapezoidal contraction

Flow measurement and instrumentation, 2023-04, Vol.90, p.102328, Article 102328

2023

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New and improved hydraulic radius for channels of the second kind

Ain Shams Engineering Journal, 2015-09, Vol.6 (3), p.767-773

2015

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Experimental study on rectangular cut-throated flume: Effects of flume walls slopes and channel longitudinal slope

Flow measurement and instrumentation, 2021-06, Vol.79, p.101919, Article 101919

2021

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Discharge equation of semi-circular side weirs: An experimental study

Flow measurement and instrumentation, 2021-10, Vol.81, p.102041, Article 102041

2021

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Briefing: Direct solution for water surface profile in circular channels

Proceedings of the Institution of Civil Engineers. Water management, 2014-06, Vol.167 (6), p.311-317

2014

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Normal depth and wetted perimeter in general power-law channels

Flow measurement and instrumentation, 2018-12, Vol.64, p.234-241

Vatankhah, Ali R.

2018

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Discussion of “Most Hydraulically Efficient Standard Lined Canal Sections” by David C. Froehlich

Journal of irrigation and drainage engineering, 2009-06, Vol.135 (3), p.398-399

Vatankhah, Ali R.

2009

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Analytical and experimental study of flow through elliptical side orifices

Flow measurement and instrumentation, 2020-04, Vol.72, p.101712, Article 101712

2020

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Discussion of “application of excel solver for parameter estimation of the nonlinear Muskingum models” by Reza Barati

Improved explicit approximation of linear dispersion relationship for gravity waves: A discussion

Improved explicit approximation of linear dispersion relationship for gravity waves: Comment on another discussion

Discussion of “Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway” by Bruce M. Savage, Brian M. Crookston, and Greg S. Paxson

Comment on “Gene expression programming analysis of implicit Colebrook–White equation in turbulent flow friction factor calculation”

Limiting dimensions for trapezoidal channels and control notches (Design Aid)

Stage-discharge relationship for triangular and curved-edge triangular weirs

Optimum simple and complex power-law channels

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

New open channel with elliptic sides and horizontal bottom

Stage–discharge equation for simple flumes with semi-cylinder contractions

Power-law free overfall in subcritical flow regime

Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels

Uniform flow depth in trapezoidal open channels

Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao

Experimental study of simple flumes with converging triangular walls

Comments on “Delta-perturbation expansion for critical flow depth problem in trapezoidal channels”

Experimental study of simple flumes with trapezoidal contraction

New and improved hydraulic radius for channels of the second kind

Experimental study on rectangular cut-throated flume: Effects of flume walls slopes and channel longitudinal slope

Discharge equation of semi-circular side weirs: An experimental study

Briefing: Direct solution for water surface profile in circular channels

Normal depth and wetted perimeter in general power-law channels

Discussion of “Most Hydraulically Efficient Standard Lined Canal Sections” by David C. Froehlich

Analytical and experimental study of flow through elliptical side orifices

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