Mohammad Vaghefi

Three-Dimensional Flow Field Analysis in a 180-Degree Bend with Six-Pier Groups Positioned at Various Locations Using SSIIM Software

Innovative Infrastructure Solutions 10(156) (2025) 1-24

Temporal Changes of Downstream Land of a Culvert: The Effect of an Installation of Energy Dissipator

Iranian Journal of Science and Technology-Transactions of Civil Engineering 24 (2024) 1-13

Experimental Analysis of Scouring Characteristics in Meandering Channels: The Role of U/Uc and Position of Pier Group

Iranian Journal of Science and Technology-Transactions of Civil Engineering 2 (2024) 1-24

Construction of Meandering Channel and Its Application in Investigation of Bed Topography around Hydraulic Structures

Journal of Hydraulic Structures 11 (2024) 1-27

Scouring and bed morphology dynamics in a sharp bend with collared pier under unsteady flow

HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES 86 (2024) 1-15

The influence of collar parameters on local scour mechanism around the circular pier at the bend

APPLIED WATER SCIENCE 194 (2024) 1-20

Numerical investigation of the erosion reduction in elbows using separate and helical inner ring

Results in Engineering 23 (2024) 1-23

Collars for Scour Reduction Around Different Shapes of Bridge Piers in a 180 Sharp Bend

International Journal of Civil Engineering 22 (2024) 1-19

The influence of the submergence ratio of submerged vanes on the slope of the hole around the pier groups in a sharp bend

Journal of Hydraulic Structures 10 (2024) 90-128

Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition

Iranian Journal of Science and Technology-Transactions of Civil Engineering 5 (2024) 1-13

Global thin plate spline dierential quadrature as a meshless numerical solution for two-dimensional viscous Burgers' equation

Scientia Iranica 30 (2023) 1942{1954

Numerical Study of Upstream Submerged Vanes Affecting Bed in a Sharp Bend with a Bridge Pier via SSIIM Software

Innovative Infrastructure Solutions 8 (2023) 1-18

Scour pattern around a pier in a 180° sharp bend: influence of pier shape under unsteady currents

HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES 15 (2023) 1-13

Radial basis function-based differential quadrature for dam break problems

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 155 (2023) 307-322

Effect of repositioned submerged vanes on local scour variations around a pier in a bend: experimental investigation

International Journal of Environmental Science and Technology 20 (2023) 8627-8640

Efficient solution for transient laminar mixed convection problems using semi-explicit DQ/RBF-DQM

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 152 (2023) 774-788

Experimental comparison of flow pattern around convergent-vertical and divergent-vertical pier groups located in a 180 degree sharp bend with streamwise direction

ISH Journal of Hydraulic Engineering 18 (2023) 1-14

A study of the effects of a lateral intake’s positions on the flow pattern around a bridge pier in a 180-degree bend using SSIIM2

ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 1 (2023) 1-27

Numerical solution of the three-dimensional Burger’s equation by using the DQ-FD combined method in the determination of the 3D velocity of the flow

APPLIED WATER SCIENCE 10 (2022) 1-26

Experimental and Numerical Study of the Effect of Zigzag Crests with Various Geometries on the Performance of A‑type Piano Key Weirs

WATER RESOURCES MANAGEMENT 22 (2022) 261

Effect of Scour Hole on Lateral Buckling of Offshore Snaked Lay Pipeline

Journal of Hydraulic Structures 8 (2022) 82-100

Numerical Simulation of Flow Pattern at a Divergent Pier in a Bend with Different Relative Curvature Radii using ANSYS FLUENT

Engineering Review 42 (2022) 1-22

Effect of the shape and position of the bridge pier on the bed changes in the sharp 180-degree bend

Iranian Journal of Science and Technology-Transactions of Civil Engineering 5 (2021) 1-19

Numerical investigation of water hammer due to transient in parallel pumps

International Journal of Civil Engineering 21 (2021) 1-11

The effect of collar width ratio on the flowpattern around an oblong pier in a bend

Water Science and Technology-Water Supply 165 (2021) 1-15

Effect of Mean Velocity-to-Critical Velocity Ratios on Bed Topography and Incipient Motion in a Meandering Channel: Experimental Investigation

Water 13 (2021) 1-22

Experimental and numerical comparison of flow and scour patterns around a single and triple bridge piers located at a 180-degree sharp bend

Scientia Iranica 28 (2021) 1-14

Investigation of ow patterns around rectangular and oblong piers with collar located in a 180-degree sharp bend

Scientia Iranica 28 (2021) 2479-2492

Experimental study of the effect of submergence ratio of double submerged vanes on topography alterations and temporal evaluation of the maximum scour in a 180-degree bend with a bridge pier group

International Journal of River Basin Management 2 (2020) 1-15

Numerical simulation of water hammer using implicit Crank-Nicolson Local Multiquadric Based Differential Quadrature

Radial Basis Function Differential Quadrature for Hydrodynamic Pressure on Dams with Arbitrary Reservoir and Face Shapes Affected by Earthquake

Effect of Duration and Pattern of Hydrographs on Scour Around Pier in Sharp Bend Under Incipient Motion and Live Bed Conditions

The effect of upstream T-shaped spur dike on reducing the amount of scouring around downstream bridge pier located at a 180° sharp bend

Experimental Study on the Effect of Thickness and Level of the Collar on the Scour Pattern in 180° Sharp Bend with Bridge Pier

Bed topography variations in bend by simultaneous installation of submerged vanes and single bridge pier

Laboratory study of the temporal evolution of channel bed topography in presence of two rows of inclined-vertical piers in a sharp 180-degree bend

A procedure for setting up a 180-degree sharp bend flume including construction and examinations with hydraulic structures

Numerical investigation of flow pattern around a T-shaped spur dike in the vicinity of attractive and repelling protective structures

A comparison among data mining algorithms for outlier detection using flow pattern experiments

Evaluation of effective parameters in lateral buckling of subsea pipelines on a rigid seabed

Flow pattern around attractive, vertical, and repelling T-shaped spur dike in a mild bend using CFD modeling

Numerical Comparison of the Parameters Influencing the Turbulent Flow using a T-shaped Spur Dike in a 90° Bend

Experimental Investigation on 3D Flow around a Single T-Shaped Spur Dike in a Bend

Effect of T-shaped Spur Dike on Flow Separation in a 90^ Bend Using SSIIM Model

Experimental investigation on streamlines in a 180 sharp bend

Scour Formation Due to Laterally Inclined Circular Pier

ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 41 (2016) 1311-1318

Numerical investigation seismic performance of rigid skewed beam-to-column connection with reduced beam section

Numerical analysis of an inclined cross-ply laminated composite beam subjected to moving mass with consideration the Coriolis and centrifugal forces

The effect of submergence ratio on flow pattern around short T-head spur dike in a mild bend with rigid bed using numerical model

Effect of Sediment Density on the Bed Topography in a Channel Bend Using Numerical Modeling

Effect of the Soil Type on the Dynamic Response of a Tunnel under Surface Detonation

Evaluation the effects of stirrup spacing and buckling of steel reinforcing bars on the capacity of RC columns

A New Approach for Numerical Analysis of the RC Shear Walls Based on Timoshenko Beam Theory Combined with Bar-Concrete Interaction

The Effect of Support Structure on Flow Patterns Around T-Shape Spur Dike in 90° Bend Channel

ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 40 (2015) 1299-1307

Investigation of bond slip efect on the P-M interaction surface of RC columns under biaxial bending

Numerical investigation of flow pattern and components of three-dimensional velocity around a submerged T-shaped spur dike in a 90 degree bend

The Association Thermodynamics Modeling of Asphaltene Precipitation

Variation of Hydraulic Parameters with Different Wing of a T-Shape Spur Dike in Bend Channels

An Experimental Calculation of Asphaltene Critical Properties in Crude Oil Reservoir Systems

Transient response of rotating laminated functionally graded cylindrical shells in thermal environment