Journal of Hydraulics

Journal of Hydraulics

Facts and Figures
Number of Volumes 21
Number of Issues 78
Number of Articles 543
Number of Contributers 949
Article View 612,234
PDF Download 434,804
View Per Article 1127.5
PDF Download Per Article 800.74
Number of Submissions 782
Rejected Submissions 316
Accepted Submissions 361
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: February/25/206

Current Issue: Volume 21, Issue 2 - Serial Number 152, Spring 2026, Pages 1-115 

Keywords Cloud

  • Discharge coefficient
  • numerical simulation
  • Scour
  • Flow-3D
  • Energy dissipation
  • Compound channel
  • Hydraulic jump
  • optimization
  • bridge pier
  • Stilling basin
  • Scouring
  • Physical Model
  • Flow Pattern
  • Unsteady flow
  • local scour
  • flood
  • Vegetation
  • Numerical Model
  • piano key weir
  • Numerical modeling
  • Uncertainty
  • floodplain
  • Shear Stress
  • Sediment transport
  • experimental study
  • Sedimentation
  • Cohesive Sediment
  • Sensitivity analysis
  • Genetic algorithm
  • Laboratory model
  • Flow Measurement
  • finite volume method
  • Flood Routing
  • Submerged flow
  • Flow3D
  • Turbulence
  • Cavitation
  • Flood Control
  • Erosion
  • Stepped spillway
  • Bed Shear Stress
  • 90 degree bend
  • Desalination
  • Armor Layer
  • Dimensional Analysis
  • Free surface
  • Free flow
  • HEC-RAS
  • Roughness
  • Water Distribution Network
  • Velocity profile
  • Steady flow
  • shallow water equations
  • Density current
  • Dam
  • Isovel contours
  • Experimental modeling
  • Gravel bed
  • Scour Depth
  • Scour Hole
  • Porous media
  • Annular Flume
  • Bed form
  • Depth-averaged velocity
  • Artificial Neural Network
  • Dam reservoir
  • Hydraulic simulation
  • Flood plain
  • Flow Field
  • Experimental Model
  • Quadrant analysis
  • Hydraulic Modeling
  • Saint-Venant equations
  • Monte Carlo simulation
  • Hyporheic zone
  • SSIIM
  • PIV
  • Dense jet
  • flood hydrograph
  • Mixing layer
  • Overtopping
  • Submerged jet
  • Submerged vanes
  • Slot
  • Riprap
  • River Engineering
  • River
  • Computational Fluid Dynamics
  • Dam Failure
  • Levee
  • Transient Flow
  • Dam-break
  • Grade control structures
  • energy loss
  • flocculation
  • Seepage analysis
  • MPS method
  • Roughness Coefficient
  • Flow Characteristics
  • Spur Dike
  • Vertical Drop
  • bridge piers
  • critical shear stress
  • Discharge
  • Meshless Method
  • Acoustic Tomography
  • Lateral Intake
  • Splitter
  • Vegetation cover
  • SPH
  • Spillway
  • Efficiency
  • Jet
  • Brine discharge
  • HEC-RAS software
  • Calibration
  • blockage
  • Intake
  • Baffle blocks
  • Drag coefficient
  • Duckbill weir
  • Meshless Methods
  • Linear Proportional Weir
  • Pressure distribution
  • water hammer
  • Momentum equation
  • Pier
  • Solitary wave
  • Hydrograph
  • CORMIX
  • Wastewater
  • Density
  • Concentration profile
  • FLOW-3D software
  • Coastal reservoir
  • Flow Separation
  • Hydraulic Model
  • Granular flow
  • Non-Darcy flow
  • Genetic Algorithm
  • risk
  • Smoothed particle hydrodynamics
  • End sill
  • Hydraulic structure
  • projection method
  • Turbulent kinetic energy
  • Turbulence Intensity
  • wave height
  • Radial gate
  • Depth Averaged Velocity
  • Effluent
  • Residual Energy
  • Finite difference method
  • Reservoir
  • abutment
  • Groyne
  • Two-phase flow
  • Coastal Aquifer
  • GIS
  • Urban flooding
  • Seawater intrusion
  • Velocity Distribution
  • Submergence
  • Flume
  • Foundation level
  • Remote Sensing
  • Image processing technique
  • Pressurized Flow
  • Knick point
  • Open channel flow
  • Multiquadric method
  • concentration
  • Cellular Automata
  • Water Resource Management
  • Analytical model
  • Dentate Blocks
  • Longitudinal Dispersion Coefficient
  • Relative Depth
  • Urban Flood
  • Flow Velocity
  • Shiono and Knight Model
  • image processing
  • Reynolds shear stress
  • Meander Channel
  • Bridge abutment
  • Reservoir Sedimentation
  • Bed Roughness
  • Pier group
  • Hydraulic Gradient
  • Desalination Plant
  • Column separation
  • Sediment
  • water distribution networks
  • Incipient motion
  • Flow regime
  • Stage-discharge relationship
  • Numerical Study
  • Reynolds Stress
  • Landslide
  • Residence time