Analytical modelAnalytical 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-stratificationEvaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
B
Bank vegetationAnalytical 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 holeExperimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
Bubble plumeEvaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
C
Compound channelEffect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
Computation fluid dynamicsEvaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
Concentration profileInvestigating 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 aquiferEffects 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 regionOptimum 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 Break2D 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]
DiscreteOptimization of Groundwater Level Monitoring Network Design using Particle Swarm Metaheuristic Method [Volume 10, Issue 1, 2015, Pages 25-35]
DunesInvestigation 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 crestImproving Water Productivity over Three-Side Spillways with Focus on Effective Length of the Crest [Volume 10, Issue 2, 2015, Pages 1-11]
EvacuationExperimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
Excess shear stressAnalytical 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 hypothesesAnalytical 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 damageOptimization 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-3DImproving 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 controlImproving Water Productivity over Three-Side Spillways with Focus on Effective Length of the Crest [Volume 10, Issue 2, 2015, Pages 1-11]
Flow densityNumerical Simulation of Gravity Current Using SPH Method [Volume 10, Issue 2, 2015, Pages 45-56]
Flow regimeInvestigating 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 SeparationInvestigation 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 VelocityInvestigating 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 levelExperimental 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 flowDevelopment 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 algorithmOptimization 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]
GroundwaterEffects 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 CrestInvestigation 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 techniqueEffect 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 groupExperimental 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 numberInvestigating 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]
MOEAMulti-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
MOEA/DMulti-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 methodDevelopment 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-Newtonian2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
NSGA2Multi-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 conditionsDevelopment 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 designOptimum 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]
OvertoppingAnalysis of Jamishan Dam Overtopping using Rainfall Threshold Overtopping Curve and Monte Carlo Simulation [Volume 10, Issue 3, 2015, Pages 15-26]
P
Particle swarmOptimization 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 CurveAnalysis of Jamishan Dam Overtopping using Rainfall Threshold Overtopping Curve and Monte Carlo Simulation [Volume 10, Issue 3, 2015, Pages 15-26]
Recharge rate variationsEffects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
Recycling strategyDevelopment 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 SedimentationExperimental 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 StressInvestigation 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 riseEffects of Sea Level Rise and Recharge Rate Variations on Seawater Intrusion in Confined Aquifer [Volume 10, Issue 4, 2015, Pages 1-15]
Seawater intrusionEffects 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 transport2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
Siphon dredgingExperimental Investigation of Suction Pipe Holes Arrangement Effect on the Burrowing-type Dredging Method Performance [Volume 10, Issue 1, 2015, Pages 1-12]
Smoothed particle hydrodynamicsNumerical 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]
SPH2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
Spillway gateOptimization 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 evolutionExperimental 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 stratificationEvaluation of the Effect of Thermal Stratification Strength on Artificial De-stratification Efficiency in Reservoirs [Volume 10, Issue 4, 2015, Pages 17-33]
Transverse mixing coefficientEffect 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 IntensitiesInvestigation 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-phase2D Numerical Modeling of Movable Bed Dam Break using SPH Method [Volume 10, Issue 3, 2015, Pages 41-52]
Two phase flowNumerical Simulation of Gravity Current Using SPH Method [Volume 10, Issue 2, 2015, Pages 45-56]
U
ULTIMATE Strategy» Research Note «
Novel Numerical Approach for Modeling Dynamic Wave by Finite Volume and ULTIMATE Strategy [Volume 10, Issue 3, 2015, Pages 53-62]
UncertaintyAnalysis of Jamishan Dam Overtopping using Rainfall Threshold Overtopping Curve and Monte Carlo Simulation [Volume 10, Issue 3, 2015, Pages 15-26]
VegetationEffect of Floodplain Submerged and Non-submerged Vegetation on the Transverse Mixing Coefficient of Pollutants [Volume 10, Issue 1, 2015, Pages 13-23]
VegetationInvestigation 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 profileInvestigating 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 NetworkMulti-objective Optimization Strategies based on Decomposition for the Design of Water Distribution Systems [Volume 10, Issue 3, 2015, Pages 27-40]
Weakly compressibleDevelopment 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]