مقالات بین المللی خارج از کشور
- "Role of Energy Loss on Discharge Characteristics of Sluice Gates", American Society of Civil Engineers (ASCE), (2011), Vol 137, No 9: 1079-1084
- "Flow measurement using circular sharp-crested weirs", Elsevier BV, (2010), Vol 21, No 2: 118-122
- "Explicit solutions for critical and normal depths in channels with different shapes", Elsevier BV, (2011), Vol 22, No 1: 43-49
- "Approximate Analytical Solutions for the Colebrook Equation", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 5:
- "Analytical solution for water surface profile along a side weir in a triangular channel", Elsevier BV, (2012), Vol 23, No 1: 76-79
- "Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels", Elsevier BV, (2013), Vol 4, No 1: 17-23
- "Simplified procedure for design of long-throated flumes and weirs", Elsevier BV, (2012), Vol 26, No : 79-84
- "Predicting Discharge Coefficient of Triangular Side Orifice under Free Flow Conditions", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 10:
- "Water Surface Profiles along a Rectangular Side Weir in a U-Shaped Channel (Analytical Findings)", American Society of Civil Engineers (ASCE), (2013), Vol 18, No 5: 595-602
- "Approximate Solutions to Complete Elliptic Integrals for Practical Use in Water Engineering", American Society of Civil Engineers (ASCE), (2011), Vol 16, No 11: 942-945
- "Water surface profile along a side weir in a parabolic channel", Elsevier BV, (2013), Vol 32, No : 90-95
- "Evaluation of Explicit Numerical Solution Methods of the Muskingum Model", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 8:
- "Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides", American Society of Civil Engineers (ASCE), (2012), Vol 138, No 11: 1011-1018
- "Sharp-crested weir located at the end of a circular channel", Thomas Telford Ltd., (2017), Vol 170, No 6: 287-297
- "Briefing: Water surface profile over side weir in a trapezoidal channel", Thomas Telford Ltd., (2012), Vol 165, No 5: 247-252
- "Direct Integration of Manning-Based GVF Equation in Trapezoidal Channels", American Society of Civil Engineers (ASCE), (2012), Vol 17, No 3: 455-462
- "Direct integration of gradually varied flow equation in parabolic channels", Elsevier BV, (2011), Vol 22, No 3: 235-241
- "Analytical integration of the equation of gradually varied flow for triangular channels", Elsevier BV, (2010), Vol 21, No 4: 546-549
- "Semi-regular polygon as the best hydraulic section in practice (generalized solutions)", Elsevier BV, (2014), Vol 38, No : 67-71
- "Direct solution for discharge in generalized trapezoidal free overfall", Elsevier BV, (2013), Vol 29, No : 61-64
- "Choke-free flow in circular and ovoidal channels", Thomas Telford Ltd., (2010), Vol 163, No 4: 207-215
- "Stage–discharge equation for simple flumes with semi-cylinder contractions", Springer Science and Business Media LLC, (2020), Vol 2, No 3:
- "Normal Depth in Power-Law Channels", American Society of Civil Engineers (ASCE), (2015), Vol 20, No 7:
- "Analytical solution of gradually varied flow equation in circular channels using variable Manning coefficient", Elsevier BV, (2015), Vol 43, No : 53-58
- "Improved explicit approximation of linear dispersion relationship for gravity waves: Comment on another discussion", Elsevier BV, (2013), Vol 81, No : 30-31
- "Stage-Discharge Relationship for Sharp-Crested Rectangular Slit Weirs", American Society of Civil Engineers (ASCE), (2019), Vol 145, No 10:
- "GENERAL STAGE–DISCHARGE RELATIONSHIP FOR SHARP‐CRESTED POWER‐LAW WEIRS: ANALYTICAL AND EXPERIMENTAL STUDY", Wiley, (2019), Vol 68, No 4: 808-821
- "New open channel with elliptic sides and horizontal bottom", Elsevier BV, (2014), Vol 18, No 4: 1197-1204
- "Analytical solutions for Bingham plastic fluids in laminar regime", Elsevier BV, (2011), Vol 78, No 3-4: 596-600
- "A simplified direct method for finding optimal stable trapezoidal channels", Informa UK Limited, (2011), Vol 9, No 2: 85-92
- "Semi-circular flap gate as a flow metering structure in circular channels", Elsevier BV, (2018), Vol 64, No : 28-38
- "Direct integration of Manning-based gradually varied flow equation", Thomas Telford Ltd., (2011), Vol 164, No 5: 257-264
- "Exact Sensitivity Equation for One-Dimensional Steady-State Shallow Water Flow (Application to Model Calibration)", American Society of Civil Engineers (ASCE), (2010), Vol 15, No 11: 939-945
- "Analytical solution of specific energy and specific force equations: Trapezoidal and triangular channels", Elsevier BV, (2010), Vol 33, No 2: 184-189
- "Experimental modeling of flumes with two semi-cylinder contractions (free and submerged flows)", Elsevier BV, (2020), Vol 76, No : 101844
- "Stage-discharge relationship for triangular and curved-edge triangular weirs", Elsevier BV, (2019), Vol 69, No : 101609
- "New and improved hydraulic radius for channels of the second kind", Elsevier BV, (2015), Vol 6, No 3: 767-773
- "Full-Range Solution for the Theis Well Function", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 3: 649-653
- "Direct solution to problems of hydraulic jump in horizontal triangular channels", Elsevier BV, (2010), Vol 23, No 9: 1104-1108
- "Power-law free overfall in subcritical flow regime", Elsevier BV, (2015), Vol 6, No 2: 399-402
- "Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections", Informa UK Limited, (2011), Vol 56, No 5: 834-840
- "The lumped Muskingum flood routing model revisited: the storage relationship", Informa UK Limited, (2021), Vol 66, No 11: 1625-1637
- "Non-linear Muskingum model with inflow-based exponent", Thomas Telford Ltd., (2017), Vol 170, No 2: 66-80
- "Direct solutions for normal depth in parabolic and rectangular open channels using asymptotic matching technique", Elsevier BV, (2015), Vol 46, No : 66-71
- "Experimental study of simple flumes with trapezoidal contraction", Elsevier BV, (2023), Vol 90, No : 102328
- "Experimental study on rectangular cut-throated flume: Effects of flume walls slopes and channel longitudinal slope", Elsevier BV, (2021), Vol 79, No : 101919
- "Stage-Discharge Relationship for Weir–Orifice Structure Located at the End of Circular Open Channels", American Society of Civil Engineers (ASCE), (2020), Vol 146, No 8:
- "Critical and Normal Depths in Semielliptical Channels", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 10:
- "Direct solutions for normal and critical depths in standard city-gate sections", Elsevier BV, (2012), Vol 28, No : 16-21
- "Simplified Accurate Solution for Design of Erodible Trapezoidal Channels", American Society of Civil Engineers (ASCE), (2011), Vol 16, No 11: 960-965
- "Analytical and experimental study of flow through elliptical side orifices", Elsevier BV, (2020), Vol 72, No : 101712
- "Stage-discharge relationship for slide gates installed in partially full pipes", Elsevier BV, (2021), Vol 77, No : 101838
- "Discharge Equation for Round Gates in Turnout Pipes: Dimensional Analysis and Theoretical Approaches", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 1:
- "Normal depth and wetted perimeter in general power-law channels", Elsevier BV, (2018), Vol 64, No : 234-241
- "General Solution of Conjugate Depth Ratio (Power-Law Channels)", American Society of Civil Engineers (ASCE), (2017), Vol 143, No 9:
- "Accurate gradually varied flow model for water surface profile in circular channels", Elsevier BV, (2013), Vol 4, No 4: 625-632
- "Alternative Solutions for Horizontal Circular Curves by Noniterative Methods", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 3: 111-119
- "General free-flow discharge equation for Parshall flumes", Thomas Telford Ltd., (2022), Vol 175, No 5: 257-270
- "Discharge equation of semi-circular side weirs: An experimental study", Elsevier BV, (2021), Vol 81, No : 102041
- "Multiple Critical Depth Occurrence in Two-Stage Cross Sections: Effect of Side Slope Change", American Society of Civil Engineers (ASCE), (2013), Vol 18, No 6: 722-728
- "Influence of Regulators in Controlling Upstream Water Depth", American Society of Civil Engineers (ASCE), (2011), Vol 137, No 9: 620-623
- "Choke-free flow in trapezoidal channels", Thomas Telford Ltd., (2010), Vol 163, No 9: 439-445
- "Uniform flow depth in trapezoidal open channels", Elsevier BV, (2023), Vol 94, No : 102458
- "Experimental and field verifications of radial gates as flow measurement structures", IWA Publishing, (2021), Vol 21, No 6: 3057-3079
- "Briefing: Direct solution for water surface profile in circular channels", Thomas Telford Ltd., (2014), Vol 167, No 6: 311-317
- "Comment on “Direct solution for discharge in circular free overfall by Z. Ahmad, H. Md. Azamathulla” J. Hydrol., in press. doi: http://dx.doi.org/10.1016/j.jhydrol.2012.04.025", Elsevier BV, (2012), Vol 466-467, No : 185-187
- "Direct solutions for design of grass-lined channels", Thomas Telford Ltd., (2012), Vol 165, No 3: 153-159
- "Rectangular top-hinged plate as portable flow measuring device", IWA Publishing, (2022), Vol 22, No 12: 8637-8658
- "Solutions for Estimating Opening of Sluice and Radial Gates for Flow Regulation", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 3:
- "Simplified procedure for determining of drop and stilling basin invert elevations", Elsevier BV, (2014), Vol 5, No 1: 1-6
- "Limiting dimensions for trapezoidal channels and control notches (Design Aid)", Elsevier BV, (2013), Vol 17, No 4: 850-857
- "Discussion: Hydraulic jumps in trapezoidal and circular channels", Thomas Telford Ltd., (2010), Vol 163, No 2: 95-97
- "Experimental study of simple flumes with converging triangular walls", Elsevier BV, (2024), Vol 97, No : 102623
- "Comment on “Quasi-theoretical end-depth–discharge relationship for trapezoidal channels”", Elsevier BV, (2013), Vol 477, No : 261-264
- "Determination of drain pipe diameter using spatially varied flow theorem", Thomas Telford Ltd., (2012), Vol 165, No 1: 31-37
- "Comments on “Delta-perturbation expansion for critical flow depth problem in trapezoidal channels”", Elsevier BV, (2023), Vol 94, No : 102467
- "Flow condition identification and discharge calibration for submerged radial gatesBy YONG-XIN GUO, XIN-LEI GUO, YI-SEN WANG, TAO WANG, HUI FU and JIA-ZHEN LI, <i>J. Hydraulic Res</i>. 59(4), 2021, 683–690 https://doi.org.10.1080/00221686.2020.1818305", Informa UK Limited, (2022), Vol 60, No 6: 1009-1011
- "Conjugate depths in partially filled sewers and pipes", Springer Science and Business Media LLC, (2021), Vol 21, No 3: 605-617
- "Optimum simple and complex power-law channels", Springer Science and Business Media LLC, (2020), Vol 2, No 8:
- "Open-channel sections with constant kinematic wave parameters", Informa UK Limited, (2018), Vol 26, No 3: 319-324
- "Discussion of “Estimation of Critical Velocity for Slurry Transport through Pipeline Using Adaptive Neuro-Fuzzy Interference System and Gene-Expression Programming” by H. Md. Azamathulla and Z. Ahmad", American Society of Civil Engineers (ASCE), (2015), Vol 6, No 1:
- "Discussion of “Optimal Design of Horizontally Framed Miter Gates” by Matteo Camporese", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 5:
- "Depth-independent kinematic wave parameters for trapezoidal and power-law channels", Elsevier BV, (2013), Vol 4, No 2: 173-183
- "A Modified Perturbation Solution Procedure for Spatially-Varied Flows", Informa UK Limited, (2001), Vol 26, No 3: 399-416
- "Spatially varied flow in non‐prismatic channels. II: numerical solution and experimental verification", Wiley, (2002), Vol 51, No 1: 51-60
- "Exact solutions for normal depth problem", Informa UK Limited, (2007), Vol 45, No 4: 567-571
- "Discussion of “Exact Equations for Critical Depth in a Trapezoidal Canal” by Prabhata K. Swamee and Pushpa N. Rathie", American Society of Civil Engineers (ASCE), (2007), Vol 133, No 5: 508-508
- "Full-range pipe-flow equations", Informa UK Limited, (2008), Vol 46, No 4: 559-559
- "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", American Society of Civil Engineers (ASCE), (2008), Vol 134, No 8: 1187-1187
- "Discussion of “Solution of Specific Energy and Specific Force Equations” by Amlan Das", American Society of Civil Engineers (ASCE), (2008), Vol 134, No 6: 880-882
- "Discussion of “Minimum Specific Energy and Critical Flow Conditions in Open Channels” by H. Chanson", American Society of Civil Engineers (ASCE), (2008), Vol 134, No 6: 882-883
- "Improved Channel Cross Section with Two-Segment Parabolic Sides and Horizontal Bottom", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 3: 357-365
- "Exact equations for pipe-flow problems", Informa UK Limited, (2009), Vol 47, No 4: 537-538
- "Discussion of “Simplified Design of Hydraulically Efficient Power-Law Channels with Freeboard” by Ahmed S. A. Hussein", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 3: 396-397
- "Discussion of “Most Hydraulically Efficient Standard Lined Canal Sections” by David C. Froehlich", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 3: 398-399
- "Discussion of “Method of Solution of Nonuniform Flow with the Presence of Rectangular Side Weir” by Maurizio Venutelli", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 6: 812-814
- "Discussion of “Head-Discharge Equation for Sharp-Crested Polynomial Weir” by Raouf E. Baddour", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 3: 393-395
- "Discussion of “Effect of Channel Shape on Time of Travel and Equilibrium Detention Storage in Channel” by Tommy S. W. Wong", American Society of Civil Engineers (ASCE), (2009), Vol 14, No 5: 531-532
- "Discussion of “Direct Solution to Problems of Open-Channel Transitions: Rectangular Channels” by Abdulrahman Abdulrahman", American Society of Civil Engineers (ASCE), (2009), Vol 135, No 5: 704-704
- "Discussion of “Application of a Nonstandard Explicit Integration to Solve Green and Ampt Infiltration Equation” by Damodhara R. Mailapalli, Wesley W. Wallender, Rajendra Singh, and Narendra S. Raghuwanshi", American Society of Civil Engineers (ASCE), (2009), Vol 14, No 10: 1195-1195
- "Comments on “Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross sections” by A. Valiani, V. Caleffi [Adv. Water Resour. 32 (2009) 213–224]", Elsevier BV, (2009), Vol 32, No 6: 963-964
- "Flow measurement using circular sharp-crested weirs", Elsevier BV, (2010), Vol 21, No 2: 118-122
- "Exact Sensitivity Equation for One-Dimensional Steady-State Shallow Water Flow (Application to Model Calibration)", American Society of Civil Engineers (ASCE), (2010), Vol 15, No 11: 939-945
- "Discussion of “Improved Channel Cross Section with Two-Segment Parabolic Sides and Horizontal Bottom” by Said M. Easa", American Society of Civil Engineers (ASCE), (2010), Vol 136, No 9: 662-665
- "Discussion of “Quick Method for Estimating Furrow Infiltration” by Damodhara R. Mailapalli, W. W. Wallender, N. S. Raghuwanshi, and R. Singh", American Society of Civil Engineers (ASCE), (2010), Vol 136, No 1: 73-75
- "Discussion of “Applying Particle Swarm Optimization to Parameter Estimation of the Nonlinear Muskingum Model” by H.-J. Chu and L.-C. Chang", American Society of Civil Engineers (ASCE), (2010), Vol 15, No 11: 949-952
- "Direct solution to problems of hydraulic jump in horizontal triangular channels", Elsevier BV, (2010), Vol 23, No 9: 1104-1108
- "Choke-free flow in trapezoidal channels", Thomas Telford Ltd., (2010), Vol 163, No 9: 439-445
- "Choke-free flow in circular and ovoidal channels", Thomas Telford Ltd., (2010), Vol 163, No 4: 207-215
- "Analytical solution of specific energy and specific force equations: Trapezoidal and triangular channels", Elsevier BV, (2010), Vol 33, No 2: 184-189
- "Analytical integration of the equation of gradually varied flow for triangular channels", Elsevier BV, (2010), Vol 21, No 4: 546-549
- "Simplified Accurate Solution for Design of Erodible Trapezoidal Channels", American Society of Civil Engineers (ASCE), (2011), Vol 16, No 11: 960-965
- "Role of Energy Loss on Discharge Characteristics of Sluice Gates", American Society of Civil Engineers (ASCE), (2011), Vol 137, No 9: 1079-1084
- "Influence of Regulators in Controlling Upstream Water Depth", American Society of Civil Engineers (ASCE), (2011), Vol 137, No 9: 620-623
- "Explicit solutions for critical and normal depths in channels with different shapes", Elsevier BV, (2011), Vol 22, No 1: 43-49
- "Direct integration of Manning-based gradually varied flow equation", Thomas Telford Ltd., (2011), Vol 164, No 5: 257-264
- "Direct integration of gradually varied flow equation in parabolic channels", Elsevier BV, (2011), Vol 22, No 3: 235-241
- "Approximate Solutions to Complete Elliptic Integrals for Practical Use in Water Engineering", American Society of Civil Engineers (ASCE), (2011), Vol 16, No 11: 942-945
- "Analytical solutions for Bingham plastic fluids in laminar regime", Elsevier BV, (2011), Vol 78, No 3-4: 596-600
- "Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections", Informa UK Limited, (2011), Vol 56, No 5: 834-840
- "A simplified direct method for finding optimal stable trapezoidal channels", Informa UK Limited, (2011), Vol 9, No 2: 85-92
- "Briefing: Water surface profile over side weir in a trapezoidal channel", Thomas Telford Ltd., (2012), Vol 165, No 5: 247-252
- "Simplified procedure for design of long-throated flumes and weirs", Elsevier BV, (2012), Vol 26, No : 79-84
- "New Solution Method for Water Surface Profile along a Side Weir in a Circular Channel", American Society of Civil Engineers (ASCE), (2012), Vol 138, No 10: 948-954
- "Head-Discharge Equation for Sharp-Crested Weir with Piecewise-Linear Sides", American Society of Civil Engineers (ASCE), (2012), Vol 138, No 11: 1011-1018
- "Discussion of “Energy and Momentum Velocity Coefficients for Calibrating Submerged Sluice Gates in Irrigation Canals” by Oscar Castro-Orgaz, David Lozano, and Luciano Mateos", American Society of Civil Engineers (ASCE), (2012), Vol 138, No 9: 852-854
- "Direct solutions for normal and critical depths in standard city-gate sections", Elsevier BV, (2012), Vol 28, No : 16-21
- "Direct solutions for normal and critical depths in standard city-gate sections", Elsevier BV, (2012), Vol 28, No : 16-21
- "Direct solutions for design of grass-lined channels", Thomas Telford Ltd., (2012), Vol 165, No 3: 153-159
- "Direct Integration of Manning-Based GVF Equation in Trapezoidal Channels", American Society of Civil Engineers (ASCE), (2012), Vol 17, No 3: 455-462
- "Determination of drain pipe diameter using spatially varied flow theorem", Thomas Telford Ltd., (2012), Vol 165, No 1: 31-37
- "Comment on “Direct solution for discharge in circular free overfall by Z. Ahmad, H. Md. Azamathulla” J. Hydrol., in press. doi: http://dx.doi.org/10.1016/j.jhydrol.2012.04.025", Elsevier BV, (2012), Vol 466-467, No : 185-187
- "Briefing: Non-iterative solution for positive surge waves", Thomas Telford Ltd., (2012), Vol 165, No 3: 147-152
- "Analytical solution for water surface profile along a side weir in a triangular channel", Elsevier BV, (2012), Vol 23, No 1: 76-79
- "Water Surface Profiles along a Rectangular Side Weir in a U-Shaped Channel (Analytical Findings)", American Society of Civil Engineers (ASCE), (2013), Vol 18, No 5: 595-602
- "Water surface profile along a side weir in a parabolic channel", Elsevier BV, (2013), Vol 32, No : 90-95
- "Multiple Critical Depth Occurrence in Two-Stage Cross Sections: Effect of Side Slope Change", American Society of Civil Engineers (ASCE), (2013), Vol 18, No 6: 722-728
- "Limiting dimensions for trapezoidal channels and control notches (Design Aid)", Elsevier BV, (2013), Vol 17, No 4: 850-857
- "Improved explicit approximation of linear dispersion relationship for gravity waves: Comment on another discussion", Elsevier BV, (2013), Vol 81, No : 30-31
- "Improved explicit approximation of linear dispersion relationship for gravity waves: A discussion", Elsevier BV, (2013), Vol 78, No : 21-22
- "Explicit solutions for critical and normal depths in trapezoidal and parabolic open channels", Elsevier BV, (2013), Vol 4, No 1: 17-23
- "Discussion: Hydraulic jump in arbitrary prismatic channel", Thomas Telford Ltd., (2013), Vol 166, No 6: 351-354
- "Discussion of “New Method for Modeling Thin-Walled Orifice Flow under Partially Submerged Conditions” by David Brandes and William T. Barlow", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 9: 789-793
- "Discussion of “Groundwater Mound due to Artificial Recharge from Rectangular Areas” by Sushil K. Singh", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 9: 785-789
- "Discussion of “Experimental Studies on Flow over Labyrinth Weir” by B. V. Khode, A. R. Tembhurkar, P. D. Porey, and R. N. Ingle", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 12: 1051-1053
- "Direct solution for discharge in generalized trapezoidal free overfall", Elsevier BV, (2013), Vol 29, No : 61-64
- "Depth-independent kinematic wave parameters for trapezoidal and power-law channels", Elsevier BV, (2013), Vol 4, No 2: 173-183
- "Comment on “Quasi-theoretical end-depth–discharge relationship for trapezoidal channels”", Elsevier BV, (2013), Vol 477, No : 261-264
- "Closure to “Simplified Accurate Solution for Design of Erodible Trapezoidal Channels” by Ali R. Vatankhah and Said M. Easa", American Society of Civil Engineers (ASCE), (2013), Vol 18, No 5: 617-618
- "Alternative Solutions for Horizontal Circular Curves by Noniterative Methods", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 3: 111-119
- "Accurate gradually varied flow model for water surface profile in circular channels", Elsevier BV, (2013), Vol 4, No 4: 625-632
- "Simplified procedure for determining of drop and stilling basin invert elevations", Elsevier BV, (2014), Vol 5, No 1: 1-6
- "Semi-regular polygon as the best hydraulic section in practice (generalized solutions)", Elsevier BV, (2014), Vol 38, No : 67-71
- "New open channel with elliptic sides and horizontal bottom", Elsevier BV, (2014), Vol 18, No 4: 1197-1204
- "Full-Range Solution for the Theis Well Function", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 3: 649-653
- "Evaluation of Explicit Numerical Solution Methods of the Muskingum Model", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 8:
- "Discussion of “application of excel solver for parameter estimation of the nonlinear Muskingum models” by Reza Barati", Elsevier BV, (2015), Vol 19, No 1: 332-336
- "Discussion of “V-Shaped Multislit Weirs” by A. S. Ramamurthy, J. Kai, and S. S. Han", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 8:
- "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", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 4: 839-842
- "Discussion of “Optimal Design of Horizontally Framed Miter Gates” by Matteo Camporese", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 5:
- "Discussion of “Novel Approach for Side Weirs in Supercritical Flow” by Francesco Granata, Giovanni de Marinis, Rudy Gargano, and Carla Tricarico", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 10:
- "Discussion of “Improved Nonlinear Muskingum Model with Variable Exponent Parameter” by Said M. Easa", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 10:
- "Discussion of “Hydraulic Design and Analysis of Labyrinth Weirs. I: Discharge Relationships” by B. M. Crookston and B. P. Tullis", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 8:
- "Experimental Study of the Stage-Discharge Relationship for an Upstream Inclined Grid with Longitudinal Bars", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 8: 691-695
- "Discussion of “Discharge Coefficients for Baffle-Sluice Gates” by P. K. Mishra, Wernher Brevis, and Cornelia Lang", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 4:
- "Comment on “Gene expression programming analysis of implicit Colebrook–White equation in turbulent flow friction factor calculation”", Elsevier BV, (2014), Vol 124, No : 402-405
- "Closure to “Multiple Critical Depth Occurrence in Two-Stage Cross Sections: Effect of Side Slope Change” by Ali R. Vatankhah", American Society of Civil Engineers (ASCE), (2014), Vol 19, No 9:
- "Briefing: Direct solution for water surface profile in circular channels", Thomas Telford Ltd., (2014), Vol 167, No 6: 311-317
- "Power-law free overfall in subcritical flow regime", Elsevier BV, (2015), Vol 6, No 2: 399-402
- "Normal Depth in Power-Law Channels", American Society of Civil Engineers (ASCE), (2015), Vol 20, No 7:
- "New and improved hydraulic radius for channels of the second kind", Elsevier BV, (2015), Vol 6, No 3: 767-773
- "Supercritical Flow Measurement Using a Large Parshall Flume", American Society of Civil Engineers (ASCE), (2013), Vol 139, No 8: 655-662
- "Discussion of “Parameter Estimation for the Nonlinear Forms of the Muskingum Model” by Piyusha Hirpurkar and Aniruddha D. Ghare", American Society of Civil Engineers (ASCE), (2015), Vol 20, No 11:
- "Discussion of “Modified Green-Ampt Infiltration Model for Steady Rainfall” by J. Almedeij and I. I. Esen", American Society of Civil Engineers (ASCE), (2015), Vol 20, No 4:
- "Discussion of “Inductive Group Method of Data Handling Neural Network Approach to Model Basin Sediment Yield” by Vaibhav Garg", American Society of Civil Engineers (ASCE), (2015), Vol 20, No 11:
- "Discussion of “Estimation of Critical Velocity for Slurry Transport through Pipeline Using Adaptive Neuro-Fuzzy Interference System and Gene-Expression Programming” by H. Md. Azamathulla and Z. Ahmad", American Society of Civil Engineers (ASCE), (2015), Vol 6, No 1:
- "Discussion of “Diverging Kinematic Wave Flow” by James C. Y. Guo and Eric S. C. Hsu", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 8:
- "Discussion of “Discharge Coefficients for Orifices Cut into Round Pipes” by Alex J. McLemore, John S. Tyner, Daniel C. Yoder, and John R. Buchanan", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 11:
- "Discussion of “Discharge Coefficient Analysis for Triangular Sharp-Crested Weirs Using Low-Speed Photographic Technique” by C. Bautista-Capetillo, O. Robles, H. Júnez-Ferreira, and E. Playán", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 8:
- "Discussion of “Discharge Characteristics of a Trapezoidal Labyrinth Side Weir with One and Two Cycles in Subcritical Flow” by M. Emin Emiroglu, M. Cihan Aydin, and Nihat Kaya", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 9:
- "Calculating Discharge from Culverts under Inlet Control Using Stage at the Inlet", American Society of Civil Engineers (ASCE), (2014), Vol 140, No 2:
- "Direct solutions for normal depth in parabolic and rectangular open channels using asymptotic matching technique", Elsevier BV, (2015), Vol 46, No : 66-71
- "Critical and Normal Depths in Semielliptical Channels", American Society of Civil Engineers (ASCE), (2015), Vol 141, No 10:
- "Analytical solution of gradually varied flow equation in circular channels using variable Manning coefficient", Elsevier BV, (2015), Vol 43, No : 53-58
- "Discussion of “Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars” by C. Di Stefano, and V. Ferro", American Society of Civil Engineers (ASCE), (2016), Vol 142, No 8:
- "Discussion of “Stage-Discharge Models for Concrete Orifices: Impact on Estimating Detention Basin Drawdown Time” by W. T. Barlow and D. Brandes", American Society of Civil Engineers (ASCE), (2016), Vol 142, No 11:
- "Discussion of “Reduction of Flow Separation and Energy Head Losses in Expansions Using a Hump” by A. Najafi-Nejad-Nasser and S. S. Li", American Society of Civil Engineers (ASCE), (2016), Vol 142, No 1:
- "Discussion of “Hydraulic Characteristics of Flow over Sinusoidal Sharp-Crested Weirs” by Zahra Oreizi, Manouchehr Heidarpour, and Sara Bagheri", American Society of Civil Engineers (ASCE), (2016), Vol 142, No 1:
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- "General Solution of Conjugate Depth Ratio (Power-Law Channels)", American Society of Civil Engineers (ASCE), (2017), Vol 143, No 9:
- "Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway", American Society of Civil Engineers (ASCE), (2016), Vol 142, No 11:
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- "Discussion of “New Theoretical Solution of Stage-Discharge Relationship for Slit Weirs” by Vito Ferro and Ismail Aydin", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 12:
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- "Assessing Stage-Discharge Relationships for Circular Overflow Structure", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 1:
- "Discussion of “Analytical Solutions of Energy Equation for Rectangular Channels: Direct Approach” by Sushil K. Singh", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 5:
- "Discussion of “Analytical Approach for Derivation of Oscillation-Free Altered Duration Unit Hydrographs” by P. R. Patil and S. K. Mishra", American Society of Civil Engineers (ASCE), (2018), Vol 23, No 4:
- "Approximate Analytical Solutions for the Colebrook Equation", American Society of Civil Engineers (ASCE), (2018), Vol 144, No 5:
- "Discussion of “Applying Hypothesis of Self-Similarity for Flow-Resistance Law in Calabrian Gravel-Bed Rivers” by Vito Ferro and Paolo Porto", American Society of Civil Engineers (ASCE), (2019), Vol 145, No 4:
- "Closure to “Predicting Discharge Coefficient of Triangular Side Orifice under Free Flow Conditions” by Ali R. Vatankhah and S. H. Mirnia", American Society of Civil Engineers (ASCE), (2019), Vol 145, No 8:
- "Stage-Discharge Relationship for Sharp-Crested Rectangular Slit Weirs", American Society of Civil Engineers (ASCE), (2019), Vol 145, No 10:
- "Discussion of “Rosette Diffusers for Dense Effluents in Flowing Currents” by Ozeair Abessi and Philip J. W. Roberts", American Society of Civil Engineers (ASCE), (2019), Vol 145, No 12:
- "Stage-discharge relationship for triangular and curved-edge triangular weirs", Elsevier BV, (2019), Vol 69, No : 101609
- "Closure to “Approximate Analytical Solutions for the Colebrook Equation” by Ali R. Vatankhah", American Society of Civil Engineers (ASCE), (2020), Vol 146, No 2:
- "Stage–discharge equation for simple flumes with semi-cylinder contractions", Springer Science and Business Media LLC, (2020), Vol 2, No 3:
- "Stage-Discharge Relationship for Weir–Orifice Structure Located at the End of Circular Open Channels", American Society of Civil Engineers (ASCE), (2020), Vol 146, No 8:
- "Optimum simple and complex power-law channels", Springer Science and Business Media LLC, (2020), Vol 2, No 8:
- "Discussion of “Channel Flow Measurement Using Portable Conical Central Baffle” by Ankur Kapoor, Aniruddha D. Ghare, Avinash D. Vasudeo, and Avinash M. Badar", American Society of Civil Engineers (ASCE), (2020), Vol 146, No 10:
- "Experimental modeling of flumes with two semi-cylinder contractions (free and submerged flows)", Elsevier BV, (2020), Vol 76, No : 101844
- "Analytical and experimental study of flow through elliptical side orifices", Elsevier BV, (2020), Vol 72, No : 101712
- "Discharge Equation for Round Gates in Turnout Pipes: Dimensional Analysis and Theoretical Approaches", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 1:
- "Stage-discharge relationship for slide gates installed in partially full pipes", Elsevier BV, (2021), Vol 77, No : 101838
- "Conjugate depths in partially filled sewers and pipes", Springer Science and Business Media LLC, (2021), Vol 21, No 3: 605-617
- "Experimental study on rectangular cut-throated flume: Effects of flume walls slopes and channel longitudinal slope", Elsevier BV, (2021), Vol 79, No : 101919
- "Discussion of “Empirical Model for Shields Diagram and Its Applications” by Junke Guo", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 6:
- "Discussion of “Analytical Methodology for the Discharge-Stage Relation of Flexible Shape Palmer-Bowlus Flumes” by Sara Todeschini, Sauro Manenti, Francesco Volponi, and Carlo Ciaponi", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 6:
- "Discussion of “Cylindrical Central Baffle Flume for Flow Measurement in Open Channels” By Aniruddha D. Ghare, Ankur Kapoor, and Avinash M. Badar", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 7:
- "The lumped Muskingum flood routing model revisited: the storage relationship", Informa UK Limited, (2021), Vol 66, No 11: 1625-1637
- "Discussion of “Expert System for Determining Discharge Coefficients for Inclined Slide Gates Using Genetic Programming” by Farzin Salmasi and John Abraham", American Society of Civil Engineers (ASCE), (2021), Vol 147, No 10:
- "Discussion of “Testing the Stage-Discharge Relationship in Sloping SMBF Flumes” by Francesco Giuseppe Carollo and Vincenzo Pampalone", American Society of Civil Engineers (ASCE), (2022), Vol 148, No 5:
- "Flow condition identification and discharge calibration for submerged radial gatesBy YONG-XIN GUO, XIN-LEI GUO, YI-SEN WANG, TAO WANG, HUI FU and JIA-ZHEN LI, <i>J. Hydraulic Res</i>. 59(4), 2021, 683–690 https://doi.org.10.1080/00221686.2020.1818305", Informa UK Limited, (2022), Vol 60, No 6: 1009-1011
- "Rectangular top-hinged plate as portable flow measuring device", IWA Publishing, (2022), Vol 22, No 12: 8637-8658
- "Discussion of “CFD Simulations of Conical Central Baffle Flumes” by Ankur Kapoor, Aniruddha D. Ghare, and Avinash M. Badar", American Society of Civil Engineers (ASCE), (2022), Vol 148, No 12:
- "Discussion of “Discharge Coefficient and Head Loss under Sluice Gates with Small Opening” by Lei Wang and Ming-jun Diao", American Society of Civil Engineers (ASCE), (2023), Vol 149, No 1:
- "Discussion of “Direct Solutions for Uniform Flow Parameters of Wide Rectangular and Triangular Sections” by Ahmed A. Lamri, Said M. Easa, Mohamed T. Bouziane, Mohammad Bijankhan, and Yan-Cheng Han", American Society of Civil Engineers (ASCE), (2023), Vol 149, No 1:
- "Experimental study of simple flumes with trapezoidal contraction", Elsevier BV, (2023), Vol 90, No : 102328
- "Discussion of “Calibration of Stage–Discharge Relationship for Rectangular Flume with Central Cylindrical Contraction”", American Society of Civil Engineers (ASCE), (2023), Vol 149, No 6:
- "Discussion of “Explicit Solution for Pipe Diameter Problem Using Lambert W-Function”", American Society of Civil Engineers (ASCE), (2023), Vol 149, No 7:
- "Discussion of “An Explicit Equation for the Maximum Water Application Depth in Center Pivot Irrigation”", American Society of Civil Engineers (ASCE), (2023), Vol 149, No 10:
- "Uniform flow depth in trapezoidal open channels", Elsevier BV, (2023), Vol 94, No : 102458
- "Comments on “Delta-perturbation expansion for critical flow depth problem in trapezoidal channels”", Elsevier BV, (2023), Vol 94, No : 102467
- "Experimental study of simple flumes with converging triangular walls", Elsevier BV, (2024), Vol 97, No : 102623
- "Discussion of “Approximation for the Theis Well Function Using Ramanujan’s Series and Bounds for the Exponential Integral”", American Society of Civil Engineers (ASCE), (2025), Vol 30, No 2:
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