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 665,098
PDF Download 477,297
View Per Article 1166.84
PDF Download Per Article 837.36
Number of Submissions 790
Rejected Submissions 319
Accepted Submissions 365
Acceptance Rate 46
Accept Date (Days) 147
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
  • Flow-3D
  • Energy dissipation
  • Compound channel
  • optimization
  • Hydraulic jump
  • Scouring
  • bridge pier
  • Stilling basin
  • Flow Pattern
  • Physical Model
  • Vegetation
  • flood
  • Numerical Model
  • Unsteady flow
  • local scour
  • piano key weir
  • Numerical modeling
  • Uncertainty
  • experimental study
  • Sediment transport
  • Sedimentation
  • floodplain
  • Shear Stress
  • Laboratory model
  • Genetic algorithm
  • Sensitivity analysis
  • Flow Measurement
  • Turbulence
  • Submerged flow
  • Flow3D
  • Cohesive Sediment
  • Flood Routing
  • finite volume method
  • Cavitation
  • Erosion
  • Stepped spillway
  • Flood Control
  • Free surface
  • Dimensional Analysis
  • Bed Shear Stress
  • Roughness
  • Armor Layer
  • Velocity profile
  • Dam
  • 90 degree bend
  • Water Distribution Network
  • HEC-RAS
  • Desalination
  • shallow water equations
  • Density current
  • Free flow
  • Steady flow
  • Submerged vanes
  • Scour Depth
  • Gravel bed
  • Porous media
  • Annular Flume
  • Experimental modeling
  • energy loss
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Meshless Method
  • Hydraulic Modeling
  • Bed form
  • Experimental Model
  • Dam reservoir
  • Stage-discharge curve
  • Artificial Neural Network
  • Hydraulic simulation
  • Monte Carlo simulation
  • Flow Field
  • SSIIM
  • Hyporheic zone
  • Flood plain
  • Saint-Venant equations
  • Quadrant analysis
  • River Engineering
  • PIV
  • Dense jet
  • flood hydrograph
  • Submerged jet
  • Overtopping
  • Dam Failure
  • Slot
  • Riprap
  • Depth-averaged velocity
  • River
  • Computational Fluid Dynamics
  • 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
  • Acoustic Tomography
  • Spillway
  • Lateral Intake
  • Jet
  • Brine discharge
  • Drag coefficient
  • Calibration
  • SPH
  • Wastewater
  • Pressure distribution
  • Baffle blocks
  • CORMIX
  • Stage-discharge relationship
  • critical shear stress
  • Pier
  • Grade control structures
  • Linear Proportional Weir
  • Momentum equation
  • Hydrograph
  • Coastal Aquifer
  • Solitary wave
  • Reynolds Stress
  • blockage
  • Discharge
  • Dam-break
  • Density
  • Reservoir Sedimentation
  • Flow Separation
  • Coastal reservoir
  • Genetic Algorithm
  • Hydraulic structure
  • Non-Darcy flow
  • risk
  • End sill
  • Smoothed particle hydrodynamics
  • Effluent
  • Cellular Automata
  • Granular flow
  • Turbulence Intensity
  • Open channel flow
  • Depth Averaged Velocity
  • Radial gate
  • Finite difference method
  • Turbulent kinetic energy
  • Flume
  • Turbulence model
  • Groyne
  • abutment
  • Reservoir
  • Pier group
  • Concentration profile
  • Urban flooding
  • Velocity Distribution
  • Image processing technique
  • Seawater intrusion
  • GIS
  • Multiquadric method
  • Residual Energy
  • Pressurized Flow
  • Remote Sensing
  • Two-phase flow
  • Knick point
  • OpenFoam software
  • wave height
  • Foundation level
  • Water Resource Management
  • Shiono and Knight Model
  • concentration
  • Analytical model
  • Dentate Blocks
  • Relative Depth
  • Meander Channel
  • Urban Flood
  • Flow Velocity
  • Bridge abutment
  • Longitudinal Dispersion Coefficient
  • Reynolds shear stress
  • Bed Roughness
  • image processing
  • FLOW-3D software
  • Submergence
  • Hydraulic Gradient
  • Meshless Methods
  • projection method
  • Desalination Plant
  • Sediment
  • Column separation
  • water distribution networks
  • water hammer
  • Hydraulic flow
  • Flow regime
  • Incipient motion