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 649,401
PDF Download 463,745
View Per Article 1182.88
PDF Download Per Article 844.71
Number of Submissions 787
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 1-128 

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
  • bridge pier
  • Scouring
  • Stilling basin
  • Physical Model
  • Flow Pattern
  • Vegetation
  • Unsteady flow
  • local scour
  • flood
  • Numerical Model
  • piano key weir
  • Uncertainty
  • Numerical modeling
  • experimental study
  • Sediment transport
  • Shear Stress
  • floodplain
  • Sedimentation
  • Laboratory model
  • Genetic algorithm
  • Sensitivity analysis
  • Cohesive Sediment
  • Turbulence
  • Flood Routing
  • Flow3D
  • finite volume method
  • Submerged flow
  • Flow Measurement
  • Cavitation
  • Stepped spillway
  • Erosion
  • Flood Control
  • Dimensional Analysis
  • Free surface
  • Bed Shear Stress
  • Dam
  • shallow water equations
  • Velocity profile
  • Free flow
  • Roughness
  • 90 degree bend
  • HEC-RAS
  • Water Distribution Network
  • Armor Layer
  • Density current
  • Desalination
  • Steady flow
  • Gravel bed
  • Scour Depth
  • Experimental modeling
  • Meshless Method
  • Porous media
  • energy loss
  • Annular Flume
  • Submerged vanes
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Quadrant analysis
  • Saint-Venant equations
  • Artificial Neural Network
  • Bed form
  • Depth-averaged velocity
  • Hyporheic zone
  • Experimental Model
  • Monte Carlo simulation
  • SSIIM
  • Dam reservoir
  • Hydraulic Modeling
  • Flood plain
  • Flow Field
  • PIV
  • Hydraulic simulation
  • Stage-discharge curve
  • Dense jet
  • Computational Fluid Dynamics
  • flood hydrograph
  • River Engineering
  • Overtopping
  • Dam Failure
  • Riprap
  • River
  • Submerged jet
  • Slot
  • Transient Flow
  • Duckbill weir
  • Levee
  • Roughness Coefficient
  • Intake
  • Seepage analysis
  • flocculation
  • bridge piers
  • Flow Characteristics
  • MPS method
  • Vertical Drop
  • Splitter
  • Spur Dike
  • HEC-RAS software
  • Vegetation cover
  • Lateral Intake
  • Acoustic Tomography
  • Spillway
  • Jet
  • Brine discharge
  • Efficiency
  • 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
  • Two-phase flow
  • Finite difference method
  • Radial gate
  • Flume
  • Turbulence model
  • Reservoir
  • abutment
  • 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
  • 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
  • dam breaking
  • Flow regime
  • water hammer
  • Stage-discharge relationship
  • Numerical Study
  • Incipient motion