A
-
Analytical model
Analytical Model of Excess Shear Stress and Riparian Vegetation in Determination of Optimal Dimensions of Gravel Bed Rivers [Volume 10, Issue 2, 2015, Pages 57-71]
-
Angle of attack
» Research Note «
Impact of Channel Contraction on the Abutment Scour and Application of Submerged Vanes in Scour Prevention and Control [Volume 10, Issue 4, 2015, Pages 65-72]
-
Artificial de-stratification
Evaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
B
-
Bank vegetation
Analytical Model of Excess Shear Stress and Riparian Vegetation in Determination of Optimal Dimensions of Gravel Bed Rivers [Volume 10, Issue 2, 2015, Pages 57-71]
-
Bottom hole
Experimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
-
Bubble plume
Evaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
C
-
Compound channel
Effect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
-
Computation fluid dynamics
Evaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
-
Concentration profile
Investigating the Experimental Observations about the Triangular Obstacle Effects at the bottom of reservoir on the Structure of Turbidity Current [Volume 10, Issue 4, 2015, Pages 35-50]
-
Confined coastal aquifer
Effects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
-
Conjugate depth
» Research Note «
Laboratory Assessment of Hydraulic Jump Properties in a Riprapped Stilling Basin [Volume 10, Issue 2, 2015, Pages 73-82]
-
Contraction scour
» Research Note «
Impact of Channel Contraction on the Abutment Scour and Application of Submerged Vanes in Scour Prevention and Control [Volume 10, Issue 4, 2015, Pages 65-72]
-
Critical region
Optimum Design of Riprap Extension with Different Stone Size at Rectangular Bridge Piers with and without Protective Collar [Volume 10, Issue 4, 2015, Pages 51-64]
D
-
Dam Break
2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
-
Dez Dam Break
» Research Note «
Hydraulic Simulation of Dez Dam Break by Mike11 Model [Volume 10, Issue 3, 2015, Pages 63-69]
-
Discrete
Optimization of Groundwater Level Monitoring Network Design using Particle Swarm Metaheuristic Method [Volume 10, Issue 1, 2015, Pages 25-35]
-
Dunes
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Dynamic Wave Model
» Research Note «
Novel Numerical Approach for Modeling Dynamic Wave by Finite Volume and ULTIMATE Strategy [Volume 10, Issue 3, 2015, Pages 53-62]
E
-
Effective length of the spillway crest
Improving Water Productivity over Three-Side Spillways with Focus on Effective Length of the Crest [Volume 10, Issue 2, 2015, Pages 1-11]
-
Evacuation
Experimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
-
Excess shear stress
Analytical Model of Excess Shear Stress and Riparian Vegetation in Determination of Optimal Dimensions of Gravel Bed Rivers [Volume 10, Issue 2, 2015, Pages 57-71]
-
Extremal hypotheses
Analytical Model of Excess Shear Stress and Riparian Vegetation in Determination of Optimal Dimensions of Gravel Bed Rivers [Volume 10, Issue 2, 2015, Pages 57-71]
F
-
Flood damage
Optimization of Gated Spillways Operation in Multi-Reservoir Systems by Using GA
Case Study: Dez and Bakhtiyari Dams [Volume 10, Issue 2, 2015, Pages 27-43]
-
Flow-3D
Improving Water Productivity over Three-Side Spillways with Focus on Effective Length of the Crest [Volume 10, Issue 2, 2015, Pages 1-11]
-
FLOW-3D software
» Research Note «
Evaluation of FLOW-3D Numerical Model in Predicting the Morphological Changes at River Junction [Volume 10, Issue 1, 2015, Pages 53-63]
-
Flow and sediment pattern
» Research Note «
Evaluation of FLOW-3D Numerical Model in Predicting the Morphological Changes at River Junction [Volume 10, Issue 1, 2015, Pages 53-63]
-
Flow control
Improving Water Productivity over Three-Side Spillways with Focus on Effective Length of the Crest [Volume 10, Issue 2, 2015, Pages 1-11]
-
Flow density
Numerical Simulation of Gravity Current Using SPH Method [Volume 10, Issue 2, 2015, Pages 45-56]
-
Flow regime
Investigating the Experimental Observations about the Triangular Obstacle Effects at the bottom of reservoir on the Structure of Turbidity Current [Volume 10, Issue 4, 2015, Pages 35-50]
-
Flow Separation
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Flow Velocity
Investigating the Experimental Observations about the Triangular Obstacle Effects at the bottom of reservoir on the Structure of Turbidity Current [Volume 10, Issue 4, 2015, Pages 35-50]
-
Foundation level
Experimental Investigation of the Bed Sill Effect on the Temporal Evolution of Local Scour Hole around an Inclined Pier Group on a Foundation [Volume 10, Issue 2, 2015, Pages 13-25]
-
Free surface flow
Development of Moving-particle Semi-implicit Method (MPS) in order to Improve Simulation of Free Surface Flows with Open Boundary Conditions [Volume 10, Issue 1, 2015, Pages 37-52]
G
-
Genetic algorithm
Optimization of Gated Spillways Operation in Multi-Reservoir Systems by Using GA
Case Study: Dez and Bakhtiyari Dams [Volume 10, Issue 2, 2015, Pages 27-43]
-
Groundwater
Effects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
H
-
Height of Crest
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Hydraulic simulation
» Research Note «
Hydraulic Simulation of Dez Dam Break by Mike11 Model [Volume 10, Issue 3, 2015, Pages 63-69]
I
-
Image processing technique
Effect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
-
Inclined bridge piers group
Experimental Investigation of the Bed Sill Effect on the Temporal Evolution of Local Scour Hole around an Inclined Pier Group on a Foundation [Volume 10, Issue 2, 2015, Pages 13-25]
J
-
Jump length
» Research Note «
Laboratory Assessment of Hydraulic Jump Properties in a Riprapped Stilling Basin [Volume 10, Issue 2, 2015, Pages 73-82]
L
-
Local Densimetric Froud number
Investigating the Experimental Observations about the Triangular Obstacle Effects at the bottom of reservoir on the Structure of Turbidity Current [Volume 10, Issue 4, 2015, Pages 35-50]
M
-
Math Modeling
» Research Note «
Hydraulic Simulation of Dez Dam Break by Mike11 Model [Volume 10, Issue 3, 2015, Pages 63-69]
-
MIKE 11
» Research Note «
Hydraulic Simulation of Dez Dam Break by Mike11 Model [Volume 10, Issue 3, 2015, Pages 63-69]
-
MOEA
Multi-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
-
MOEA/D
Multi-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
-
Moving-particle semi-implicit method
Development of Moving-particle Semi-implicit Method (MPS) in order to Improve Simulation of Free Surface Flows with Open Boundary Conditions [Volume 10, Issue 1, 2015, Pages 37-52]
N
-
Non-Newtonian
2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
-
NSGA2
Multi-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
-
Numerical Model
» Research Note «
Evaluation of FLOW-3D Numerical Model in Predicting the Morphological Changes at River Junction [Volume 10, Issue 1, 2015, Pages 53-63]
O
-
Open boundary conditions
Development of Moving-particle Semi-implicit Method (MPS) in order to Improve Simulation of Free Surface Flows with Open Boundary Conditions [Volume 10, Issue 1, 2015, Pages 37-52]
-
Optimized riprap design
Optimum Design of Riprap Extension with Different Stone Size at Rectangular Bridge Piers with and without Protective Collar [Volume 10, Issue 4, 2015, Pages 51-64]
-
Overtopping
Analysis of Jamishan Dam Overtopping using Rainfall Threshold Overtopping Curve and Monte Carlo Simulation [Volume 10, Issue 3, 2015, Pages 15-26]
P
-
Particle swarm
Optimization of Groundwater Level Monitoring Network Design using Particle Swarm Metaheuristic Method [Volume 10, Issue 1, 2015, Pages 25-35]
Q
-
Quadrant analysis
» Research Note «
Application of Quadrant Analysis in Determination of Bursting Values in Scouring around Bridge Pier [Volume 10, Issue 1, 2015, Pages 65-75]
R
-
Rainfall Threshold Curve
Analysis of Jamishan Dam Overtopping using Rainfall Threshold Overtopping Curve and Monte Carlo Simulation [Volume 10, Issue 3, 2015, Pages 15-26]
-
Recharge rate variations
Effects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
-
Recycling strategy
Development of Moving-particle Semi-implicit Method (MPS) in order to Improve Simulation of Free Surface Flows with Open Boundary Conditions [Volume 10, Issue 1, 2015, Pages 37-52]
-
Reservoir Sedimentation
Experimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
-
Reynolds shear stress
» Research Note «
Application of Quadrant Analysis in Determination of Bursting Values in Scouring around Bridge Pier [Volume 10, Issue 1, 2015, Pages 65-75]
-
Reynolds Stress
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Riprap
» Research Note «
Laboratory Assessment of Hydraulic Jump Properties in a Riprapped Stilling Basin [Volume 10, Issue 2, 2015, Pages 73-82]
-
River Confluence
» Research Note «
Evaluation of FLOW-3D Numerical Model in Predicting the Morphological Changes at River Junction [Volume 10, Issue 1, 2015, Pages 53-63]
S
-
Saint-Venant equations
» Research Note «
Novel Numerical Approach for Modeling Dynamic Wave by Finite Volume and ULTIMATE Strategy [Volume 10, Issue 3, 2015, Pages 53-62]
-
Scouring
» Research Note «
Application of Quadrant Analysis in Determination of Bursting Values in Scouring around Bridge Pier [Volume 10, Issue 1, 2015, Pages 65-75]
-
Sea-level rise
Effects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
-
Seawater intrusion
Effects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
-
Sedimentation
» Research Note «
Evaluation of FLOW-3D Numerical Model in Predicting the Morphological Changes at River Junction [Volume 10, Issue 1, 2015, Pages 53-63]
-
Sediment transport
2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
-
Siphon dredging
Experimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
-
Smoothed particle hydrodynamics
Numerical Simulation of Gravity Current Using SPH Method [Volume 10, Issue 2, 2015, Pages 45-56]
-
Solution Algorithm
» Research Note «
Novel Numerical Approach for Modeling Dynamic Wave by Finite Volume and ULTIMATE Strategy [Volume 10, Issue 3, 2015, Pages 53-62]
-
SPH
2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
-
Spillway gate
Optimization of Gated Spillways Operation in Multi-Reservoir Systems by Using GA
Case Study: Dez and Bakhtiyari Dams [Volume 10, Issue 2, 2015, Pages 27-43]
-
Submerged vanes
» Research Note «
Impact of Channel Contraction on the Abutment Scour and Application of Submerged Vanes in Scour Prevention and Control [Volume 10, Issue 4, 2015, Pages 65-72]
T
-
Temporal evolution
Experimental Investigation of the Bed Sill Effect on the Temporal Evolution of Local Scour Hole around an Inclined Pier Group on a Foundation [Volume 10, Issue 2, 2015, Pages 13-25]
-
Thermal stratification
Evaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
-
Transverse mixing coefficient
Effect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
-
Turbulence
» Research Note «
Application of Quadrant Analysis in Determination of Bursting Values in Scouring around Bridge Pier [Volume 10, Issue 1, 2015, Pages 65-75]
-
Turbulence Intensities
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Two-phase
2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
-
Two phase flow
Numerical Simulation of Gravity Current Using SPH Method [Volume 10, Issue 2, 2015, Pages 45-56]
V
-
Vegetation
Effect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
-
Vegetation
Investigation of Distribution of Velocity and Turbulence Intensity in Presence of Dunes and Vegetation in a Rectangular Open Channel [Volume 10, Issue 3, 2015, Pages 1-14]
-
Velocity profile
Investigating the Experimental Observations about the Triangular Obstacle Effects at the bottom of reservoir on the Structure of Turbidity Current [Volume 10, Issue 4, 2015, Pages 35-50]
W
-
Water Distribution Network
Multi-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
-
Weakly compressible
Development of Moving-particle Semi-implicit Method (MPS) in order to Improve Simulation of Free Surface Flows with Open Boundary Conditions [Volume 10, Issue 1, 2015, Pages 37-52]
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