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 653,396
PDF Download 467,413
View Per Article 1190.16
PDF Download Per Article 851.39
Number of Submissions 790
Rejected Submissions 319
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
  • Hydraulic jump
  • optimization
  • Scouring
  • bridge pier
  • Stilling basin
  • Flow Pattern
  • Physical Model
  • Vegetation
  • Numerical Model
  • Unsteady flow
  • local scour
  • flood
  • Uncertainty
  • Numerical modeling
  • piano key weir
  • floodplain
  • Sedimentation
  • Sediment transport
  • Shear Stress
  • experimental study
  • Laboratory model
  • Genetic algorithm
  • Sensitivity analysis
  • Flow Measurement
  • Cohesive Sediment
  • Flood Routing
  • Submerged flow
  • Turbulence
  • finite volume method
  • Flow3D
  • Cavitation
  • Stepped spillway
  • Erosion
  • Flood Control
  • Free surface
  • Dimensional Analysis
  • Desalination
  • Velocity profile
  • Dam
  • Roughness
  • Water Distribution Network
  • HEC-RAS
  • Armor Layer
  • shallow water equations
  • Density current
  • Free flow
  • Bed Shear Stress
  • Steady flow
  • 90 degree bend
  • energy loss
  • Scour Depth
  • Experimental modeling
  • Gravel bed
  • Meshless Method
  • Annular Flume
  • Porous media
  • Submerged vanes
  • Scour Hole
  • Mixing layer
  • Isovel contours
  • Hydraulic Modeling
  • Bed form
  • Experimental Model
  • Dam reservoir
  • Artificial Neural Network
  • SSIIM
  • Monte Carlo simulation
  • Hydraulic simulation
  • Saint-Venant equations
  • Quadrant analysis
  • Hyporheic zone
  • Flood plain
  • PIV
  • Flow Field
  • Dense jet
  • flood hydrograph
  • Submerged jet
  • Computational Fluid Dynamics
  • Dam Failure
  • Overtopping
  • Slot
  • Riprap
  • Depth-averaged velocity
  • River
  • River Engineering
  • Stage-discharge curve
  • Transient Flow
  • flocculation
  • Levee
  • critical shear stress
  • Intake
  • Roughness Coefficient
  • MPS method
  • Flow Characteristics
  • Vertical Drop
  • Splitter
  • Spur Dike
  • HEC-RAS software
  • Seepage analysis
  • Vegetation cover
  • Acoustic Tomography
  • Spillway
  • Lateral Intake
  • Jet
  • Brine discharge
  • Drag coefficient
  • Efficiency
  • Calibration
  • SPH
  • Wastewater
  • bridge piers
  • Baffle blocks
  • Momentum equation
  • Pier
  • Meshless Methods
  • 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
  • Smoothed particle hydrodynamics
  • Effluent
  • Cellular Automata
  • Granular flow
  • Turbulence Intensity
  • Open channel flow
  • Depth Averaged Velocity
  • Radial gate
  • Finite difference method
  • Turbulent kinetic energy
  • Flume
  • Turbulence model
  • Groyne
  • Reservoir
  • abutment
  • Pier group
  • Concentration profile
  • Urban flooding
  • Velocity Distribution
  • Image processing technique
  • Seawater intrusion
  • GIS
  • Multiquadric method
  • Pressurized Flow
  • Residual Energy
  • Remote Sensing
  • Knick point
  • Two-phase flow
  • OpenFoam software
  • Foundation level
  • wave height
  • Water Resource Management
  • Shiono and Knight Model
  • concentration
  • Relative Depth
  • Analytical model
  • 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
  • CORMIX
  • projection method
  • Sediment
  • Column separation
  • water distribution networks
  • Hydraulic flow
  • water hammer
  • Stage-discharge relationship
  • Flow regime
  • dam breaking