Journal of Hydraulics

Journal of Hydraulics

Facts and Figures
Number of Volumes 21
Number of Issues 79
Number of Articles 549
Number of Contributers 962
Article View 643,510
PDF Download 462,103
View Per Article 1172.15
PDF Download Per Article 841.72
Number of Submissions 786
Rejected Submissions 318
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 1-127 

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

Pages 105-127

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
  • Stilling basin
  • bridge pier
  • Flow Pattern
  • Physical Model
  • Vegetation
  • Numerical Model
  • flood
  • local scour
  • Unsteady flow
  • piano key weir
  • Uncertainty
  • Numerical modeling
  • floodplain
  • Sediment transport
  • Shear Stress
  • experimental study
  • Sedimentation
  • Laboratory model
  • Sensitivity analysis
  • Genetic algorithm
  • Cohesive Sediment
  • Turbulence
  • Submerged flow
  • Flow3D
  • Flood Routing
  • finite volume method
  • Flow Measurement
  • Flood Control
  • Erosion
  • Stepped spillway
  • Cavitation
  • Dimensional Analysis
  • Free surface
  • Bed Shear Stress
  • Dam
  • shallow water equations
  • Velocity profile
  • Roughness
  • 90 degree bend
  • HEC-RAS
  • Armor Layer
  • Density current
  • Desalination
  • Free flow
  • Steady flow
  • Water Distribution Network
  • Gravel bed
  • Scour Depth
  • Experimental modeling
  • Meshless Method
  • Annular Flume
  • energy loss
  • Porous media
  • Submerged vanes
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Quadrant analysis
  • Saint-Venant equations
  • Artificial Neural Network
  • Bed form
  • Depth-averaged velocity
  • Overtopping
  • Hyporheic zone
  • Experimental Model
  • Monte Carlo simulation
  • SSIIM
  • Hydraulic Modeling
  • Flood plain
  • Flow Field
  • PIV
  • Hydraulic simulation
  • Dam reservoir
  • Dense jet
  • Computational Fluid Dynamics
  • flood hydrograph
  • River Engineering
  • Dam Failure
  • River
  • Submerged jet
  • Slot
  • Riprap
  • Stage-discharge curve
  • Transient Flow
  • flocculation
  • Levee
  • critical shear stress
  • CORMIX
  • Intake
  • Seepage analysis
  • bridge piers
  • Flow Characteristics
  • MPS method
  • Vertical Drop
  • Splitter
  • Spur Dike
  • HEC-RAS software
  • Vegetation cover
  • Acoustic Tomography
  • Lateral Intake
  • Spillway
  • Jet
  • Brine discharge
  • Efficiency
  • Drag coefficient
  • Calibration
  • SPH
  • Wastewater
  • Baffle blocks
  • Momentum equation
  • Pier
  • Roughness Coefficient
  • Duckbill weir
  • 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
  • Two-phase flow
  • Finite difference method
  • Radial gate
  • Residual Energy
  • Turbulence model
  • abutment
  • Pier group
  • Reservoir
  • Turbulent kinetic energy
  • Seawater intrusion
  • Urban flooding
  • Image processing technique
  • Foundation level
  • Velocity Distribution
  • Pressurized Flow
  • Groyne
  • Flume
  • 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
  • Bridge abutment
  • concentration
  • End sill
  • Urban Flood
  • Bed Roughness
  • Longitudinal Dispersion Coefficient
  • Consolidation
  • Reynolds shear stress
  • Hydraulic Gradient
  • Desalination Plant
  • Flow Separation
  • Column separation
  • Hydraulic Model
  • projection method
  • water distribution networks
  • Sediment
  • Incipient motion
  • dam breaking
  • water hammer
  • Stage-discharge relationship
  • Flow regime
  • Numerical Study