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 687004
PDF Download 494,156
View Per Article 1205.27
PDF Download Per Article 866.94
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
  • Stilling basin
  • Scouring
  • Flow Pattern
  • Physical Model
  • Vegetation
  • flood
  • Numerical Model
  • Unsteady flow
  • local scour
  • piano key weir
  • Numerical modeling
  • Uncertainty
  • experimental study
  • floodplain
  • Shear Stress
  • Sedimentation
  • Sediment transport
  • Laboratory model
  • Sensitivity analysis
  • Genetic algorithm
  • Flood Routing
  • Turbulence
  • Submerged flow
  • Flow3D
  • finite volume method
  • Flow Measurement
  • Cohesive Sediment
  • Flood Control
  • Stepped spillway
  • Erosion
  • Cavitation
  • Free surface
  • Bed Shear Stress
  • Dimensional Analysis
  • Roughness
  • Armor Layer
  • Velocity profile
  • Desalination
  • Water Distribution Network
  • HEC-RAS
  • Dam
  • shallow water equations
  • Density current
  • Free flow
  • Steady flow
  • 90 degree bend
  • Gravel bed
  • Scour Depth
  • Experimental modeling
  • Meshless Method
  • energy loss
  • Annular Flume
  • Porous media
  • Submerged vanes
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Hydraulic Modeling
  • Experimental Model
  • Dam reservoir
  • Stage-discharge curve
  • Artificial Neural Network
  • Hydraulic simulation
  • Monte Carlo simulation
  • Bed form
  • SSIIM
  • Saint-Venant equations
  • Hyporheic zone
  • Flood plain
  • Quadrant analysis
  • PIV
  • Flow Field
  • Dense jet
  • flood hydrograph
  • Submerged jet
  • Computational Fluid Dynamics
  • Dam Failure
  • Overtopping
  • Slot
  • Riprap
  • Depth-averaged velocity
  • River
  • River Engineering
  • 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 Separation
  • Coastal reservoir
  • Genetic Algorithm
  • Hydraulic structure
  • Non-Darcy flow
  • risk
  • End sill
  • Analytical model
  • Effluent
  • Cellular Automata
  • Smoothed particle hydrodynamics
  • Granular flow
  • Turbulence Intensity
  • Open channel flow
  • Depth Averaged Velocity
  • Radial gate
  • Finite difference method
  • Turbulent kinetic energy
  • Residual Energy
  • Turbulence model
  • Groyne
  • abutment
  • Reservoir
  • Pier group
  • Concentration profile
  • Urban flooding
  • Velocity Distribution
  • Image processing technique
  • Seawater intrusion
  • GIS
  • Multiquadric method
  • Flume
  • Pressurized Flow
  • Remote Sensing
  • Two-phase flow
  • Knick point
  • OpenFoam software
  • wave height
  • Foundation level
  • Water Resource Management
  • Shiono and Knight Model
  • concentration
  • Relative Depth
  • Dentate Blocks
  • Meander Channel
  • Bridge abutment
  • Urban Flood
  • Flow Velocity
  • Longitudinal Dispersion Coefficient
  • Bed Roughness
  • Reynolds shear stress
  • image processing
  • Submergence
  • FLOW-3D software
  • Hydraulic Gradient
  • Desalination Plant
  • Meshless Methods
  • projection method
  • Sediment
  • Column separation
  • water distribution networks
  • Hydraulic flow
  • water hammer
  • Stage-discharge relationship
  • Flow regime
  • dam breaking