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 666,846
PDF Download 478,459
View Per Article 1169.91
PDF Download Per Article 839.4
Number of Submissions 790
Rejected Submissions 319
Accepted Submissions 366
Acceptance Rate 46
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
  • optimization
  • Hydraulic jump
  • bridge pier
  • Scouring
  • Stilling basin
  • Flow Pattern
  • Physical Model
  • Numerical Model
  • Unsteady flow
  • Vegetation
  • local scour
  • flood
  • piano key weir
  • Numerical modeling
  • Uncertainty
  • floodplain
  • Sediment transport
  • Shear Stress
  • experimental study
  • Sedimentation
  • Laboratory model
  • Cohesive Sediment
  • Genetic algorithm
  • Sensitivity analysis
  • Turbulence
  • Flood Routing
  • Flow3D
  • Submerged flow
  • finite volume method
  • Flow Measurement
  • Flood Control
  • Cavitation
  • Erosion
  • Stepped spillway
  • Free flow
  • Desalination
  • Water Distribution Network
  • Armor Layer
  • Dam
  • Dimensional Analysis
  • Roughness
  • 90 degree bend
  • HEC-RAS
  • Velocity profile
  • Bed Shear Stress
  • Density current
  • Free surface
  • shallow water equations
  • Steady flow
  • Experimental modeling
  • Submerged vanes
  • Gravel bed
  • Porous media
  • Annular Flume
  • energy loss
  • Meshless Method
  • Scour Depth
  • Mixing layer
  • Scour Hole
  • Isovel contours
  • Computational Fluid Dynamics
  • Artificial Neural Network
  • Bed form
  • Depth-averaged velocity
  • Stage-discharge curve
  • SSIIM
  • Monte Carlo simulation
  • Hydraulic simulation
  • Experimental Model
  • Hydraulic Modeling
  • Hyporheic zone
  • Flood plain
  • Saint-Venant equations
  • Quadrant analysis
  • PIV
  • Flow Field
  • Dense jet
  • River Engineering
  • flood hydrograph
  • Overtopping
  • Dam Failure
  • Riprap
  • River
  • Submerged jet
  • Slot
  • Dam reservoir
  • Transient Flow
  • flocculation
  • Levee
  • critical shear stress
  • Intake
  • Seepage analysis
  • bridge piers
  • Flow Characteristics
  • Efficiency
  • Spur Dike
  • Splitter
  • Vertical Drop
  • MPS method
  • Vegetation cover
  • Acoustic Tomography
  • SPH
  • Spillway
  • Lateral Intake
  • Brine discharge
  • Discharge
  • Jet
  • HEC-RAS software
  • blockage
  • Calibration
  • Drag coefficient
  • Baffle blocks
  • Pressure distribution
  • Wastewater
  • Duckbill weir
  • Roughness Coefficient
  • Stage-discharge relationship
  • Grade control structures
  • Linear Proportional Weir
  • Solitary wave
  • Momentum equation
  • Hydrograph
  • Hydraulic Model
  • CORMIX
  • projection method
  • Reynolds Stress
  • 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
  • Residual Energy
  • Turbulence model
  • abutment
  • Reservoir
  • Pier group
  • Turbulent kinetic energy
  • Seawater intrusion
  • Urban flooding
  • Image processing technique
  • Foundation level
  • Velocity Distribution
  • Groyne
  • Flume
  • Pressurized Flow
  • OpenFoam software
  • Multiquadric method
  • image processing
  • Knick point
  • Remote Sensing
  • GIS
  • Turbulence Intensity
  • Shiono and Knight Model
  • Water Resource Management
  • Analytical model
  • Relative Depth
  • Meander Channel
  • Bridge abutment
  • End sill
  • Urban Flood
  • concentration
  • Bed Roughness
  • Longitudinal Dispersion Coefficient
  • Reynolds shear stress
  • Consolidation
  • Hydraulic Gradient
  • Flow Separation
  • Desalination Plant
  • Column separation
  • water distribution networks
  • Coastal Aquifer
  • Sediment
  • dam breaking
  • Pier
  • Flow regime
  • water hammer
  • Numerical Study
  • Incipient motion