Journal of Hydraulics

Journal of Hydraulics

Facts and Figures
Number of Volumes 21
Number of Issues 79
Number of Articles 570
Number of Contributers 962
Article View 693514
PDF Download 496,621
View Per Article 1216.69
PDF Download Per Article 871.26
Number of Submissions 792
Rejected Submissions 320
Accepted Submissions 369
Acceptance Rate 47
Accept Date (Days) 146
Number of Indexing Databases 5
h-index (Google Scholar) 7
Citations (Google Scholar) 235

The Journal of Hydraulics is an open-access, quarterly journal published by the Iranian Hydraulic Association, covering various aspects of water engineering. It publishes research, technical (industry-related), review articles and Date Paper. All submissions undergo a double-blind peer-review process. Additionally, the journal employs similarity-checking software to ensure the authenticity of submitted articles.

Journal of Hydraulics follows the rules of the Committee of Publication Ethics (COPE) and complies with the executive regulations of the Law on Prevention and Combating Fraud in Scientific Works.

Click here to read more COPE rules...

About the Journal:

E-mails: jhyd.ir@gmail.com

Review Time: 12 Week

Initial review: 7 Days.

Frequency: Quarterly

Publication Type: Electronic

Open Access: Yes

Licenced by: CC BY

Policy: Double-Blind Peer Review

Language: Persian

Abstracts Available in: English & Persian

Manuscript Submission Fee: 3.000.000 Rial

Article Processing Charges: 6.000.000 Rial

 

The date of the last system update: July/06/2026

Current Issue: Volume 21, Issue 3 - Serial Number 213, Summer 2026, Pages 1-128 

Numerical modeling of the performance of a rotating semicircular gate in a trapezoidal canal in free flow conditions

Pages 105-128

10.30482/jhyd.2026.583794.1771

Samira Yousefi, Hojjatallah Yonesi, Babak Shahinejad, Amir Hamzeh Haghiabi, Rasoul Daneshfaraz

Keywords Cloud

  • Discharge coefficient
  • numerical simulation
  • Scour
  • Energy dissipation
  • Flow-3D
  • Compound channel
  • Hydraulic jump
  • optimization
  • bridge pier
  • Scouring
  • Stilling basin
  • Flow Pattern
  • Physical Model
  • Vegetation
  • Unsteady flow
  • local scour
  • flood
  • Numerical Model
  • piano key weir
  • Numerical modeling
  • Uncertainty
  • Sedimentation
  • Sediment transport
  • floodplain
  • experimental study
  • Shear Stress
  • Laboratory model
  • Sensitivity analysis
  • Genetic algorithm
  • Cohesive Sediment
  • Flood Routing
  • Flow3D
  • Submerged flow
  • finite volume method
  • Turbulence
  • Flow Measurement
  • Cavitation
  • Erosion
  • Stepped spillway
  • Flood Control
  • Dimensional Analysis
  • Armor Layer
  • Dam
  • Velocity profile
  • shallow water equations
  • Density current
  • Roughness
  • 90 degree bend
  • HEC-RAS
  • Bed Shear Stress
  • Desalination
  • Free surface
  • Free flow
  • Steady flow
  • Water Distribution Network
  • Scour Depth
  • Gravel bed
  • Meshless Method
  • Porous media
  • Annular Flume
  • Experimental modeling
  • energy loss
  • Submerged vanes
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Quadrant analysis
  • Saint-Venant equations
  • Artificial Neural Network
  • Bed form
  • Depth-averaged velocity
  • Overtopping
  • SSIIM
  • Hyporheic zone
  • Experimental Model
  • Monte Carlo simulation
  • Hydraulic Modeling
  • Flood plain
  • Flow Field
  • PIV
  • Hydraulic simulation
  • Dam reservoir
  • Dense jet
  • Computational Fluid Dynamics
  • flood hydrograph
  • River Engineering
  • Submerged jet
  • Dam Failure
  • River
  • Slot
  • Riprap
  • Stage-discharge curve
  • Transient Flow
  • Duckbill weir
  • Levee
  • Roughness Coefficient
  • Intake
  • Seepage analysis
  • flocculation
  • bridge piers
  • Flow Characteristics
  • MPS method
  • Efficiency
  • Splitter
  • Spur Dike
  • HEC-RAS software
  • Vertical Drop
  • Vegetation cover
  • Lateral Intake
  • Acoustic Tomography
  • Spillway
  • Jet
  • Brine discharge
  • Drag coefficient
  • Calibration
  • SPH
  • Wastewater
  • Baffle blocks
  • Momentum equation
  • CORMIX
  • Pier
  • critical shear stress
  • Reynolds Stress
  • Grade control structures
  • Linear Proportional Weir
  • Hydrograph
  • Coastal Aquifer
  • Solitary wave
  • Pressure distribution
  • blockage
  • Discharge
  • Dam-break
  • Density
  • Reservoir Sedimentation
  • FLOW-3D software
  • Hydraulic structure
  • Granular flow
  • Genetic Algorithm
  • Coastal reservoir
  • Flow Velocity
  • risk
  • Non-Darcy flow
  • Dentate Blocks
  • Cellular Automata
  • Effluent
  • Smoothed particle hydrodynamics
  • Depth Averaged Velocity
  • Open channel flow
  • wave height
  • Finite difference method
  • Two-phase flow
  • Radial gate
  • Flume
  • Turbulence model
  • abutment
  • Reservoir
  • Pier group
  • Turbulent kinetic energy
  • Seawater intrusion
  • Urban flooding
  • Image processing technique
  • Foundation level
  • Velocity Distribution
  • Pressurized Flow
  • Groyne
  • Residual Energy
  • OpenFoam software
  • Multiquadric method
  • image processing
  • Knick point
  • Remote Sensing
  • GIS
  • Shiono and Knight Model
  • Turbulence Intensity
  • Water Resource Management
  • Relative Depth
  • Analytical model
  • Meander Channel
  • Longitudinal Dispersion Coefficient
  • concentration
  • End sill
  • Urban Flood
  • Bed Roughness
  • Bridge abutment
  • Consolidation
  • Reynolds shear stress
  • Hydraulic Gradient
  • Desalination Plant
  • Flow Separation
  • Column separation
  • Hydraulic Model
  • projection method
  • Sediment
  • water distribution networks
  • dam breaking
  • Incipient motion
  • water hammer
  • Stage-discharge relationship
  • labyrinth weirs
  • Meshless Methods