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 648,758
PDF Download 463,372
View Per Article 1181.71
PDF Download Per Article 844.03
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
  • Numerical Model
  • Vegetation
  • local scour
  • flood
  • Unsteady flow
  • piano key weir
  • Uncertainty
  • Numerical modeling
  • Shear Stress
  • experimental study
  • floodplain
  • Sedimentation
  • Sediment transport
  • Laboratory model
  • Cohesive Sediment
  • Genetic algorithm
  • Sensitivity analysis
  • Flood Routing
  • Submerged flow
  • finite volume method
  • Flow3D
  • Turbulence
  • Flow Measurement
  • Erosion
  • Stepped spillway
  • Cavitation
  • Free flow
  • Flood Control
  • Desalination
  • Water Distribution Network
  • Armor Layer
  • Dam
  • Dimensional Analysis
  • Roughness
  • Velocity profile
  • shallow water equations
  • 90 degree bend
  • HEC-RAS
  • Bed Shear Stress
  • Density current
  • Free surface
  • Steady flow
  • Submerged vanes
  • Gravel bed
  • Scour Depth
  • Experimental modeling
  • Meshless Method
  • Annular Flume
  • energy loss
  • Porous media
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Dam Failure
  • Artificial Neural Network
  • Bed form
  • Depth-averaged velocity
  • Hyporheic zone
  • Monte Carlo simulation
  • Hydraulic simulation
  • Experimental Model
  • Hydraulic Modeling
  • Saint-Venant equations
  • SSIIM
  • Flood plain
  • Quadrant analysis
  • PIV
  • Flow Field
  • Dam reservoir
  • Dense jet
  • flood hydrograph
  • Computational Fluid Dynamics
  • Overtopping
  • Riprap
  • River
  • Submerged jet
  • Slot
  • River Engineering
  • Stage-discharge curve
  • 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
  • Acoustic Tomography
  • Lateral Intake
  • Spillway
  • Jet
  • Brine discharge
  • Efficiency
  • 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-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
  • Groyne
  • Residual Energy
  • 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
  • Hydraulic Model
  • projection method
  • Column separation
  • water distribution networks
  • Sediment
  • dam breaking
  • water hammer
  • Flow regime
  • Numerical Study
  • Incipient motion