Analytical ApproachAn Analytical Solution for Finding the Deflection Point of the Wetted Perimeter – Discharge Curve by Hydraulic Methods for the Determination of Environmental Flow requirements [Volume 9, Issue 1, 2014, Pages 27-43]
ArcedThree Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
B
Bed RoughnessAn Investigation on Gravel-Bed Roughness Characterization [Volume 9, Issue 4, 2014, Pages 73-86]
Bridge abutmentEffect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
C
Compound channelEffect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
CostOptimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
D
DamsStudy on Splitters Effect on the Extent and Slope of The Scour Hole Downstream of Overflow Spillways [Volume 9, Issue 4, 2014, Pages 15-24]
Dentate BlocksEvaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Dentate BlocksEvaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Dimensional AnalysisInvestigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Dimensionless ParameterEstimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Discharge coefficientExperimental Investigation of Flow Hydraulic over 3 Model of Fuse gate Spillways (WLH, Straight, and Straight with Inclined Side view) with Increasing Canal Slope [Volume 9, Issue 2, 2014, Pages 23-36]
Discharge coefficientThree Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
Eco-Hydrology-HydraulicsEvaluation of Eco-hydrology-hydraulics Methods for Environmental Flows in Rivers
(Case Study: Nazloo River, Urmia Lake Basin) [Volume 9, Issue 2, 2014, Pages 69-82]
EfficiencyIntroducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
Electromagnetic VelocimeterEffect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Energy dissipationEvaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Environmental flowEvaluation of Eco-hydrology-hydraulics Methods for Environmental Flows in Rivers
(Case Study: Nazloo River, Urmia Lake Basin) [Volume 9, Issue 2, 2014, Pages 69-82]
Experimental ModelEvaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Experimental Model» Research Note «
Experimental Investigation on Local Scour around Conical and Pyramidal Piers [Volume 9, Issue 3, 2014, Pages 81-89]
Experimental WorkEvaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
External HypothesisOptimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
ExtractionIntroducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
F
Flow-3D» Research Note «
Numerical Study of the Effect of Ratio of Radius to Width on Flow Pattern in a 90 Degree Bend [Volume 9, Issue 1, 2014, Pages 59-68]
Flow 3D NumericalExperimental and Numerical Investigation of Scouring Process around the Piers with Lateral Boundaries Fitted by Velocity Profile under Steady State Flow condition [Volume 9, Issue 4, 2014, Pages 39-53]
Flow conditionsExperimental Investigation of Applications of Artificial Roughness for Bridge Pier Scour Reduction [Volume 9, Issue 2, 2014, Pages 11-21]
Flow Pattern» Research Note «
Numerical Study of the Effect of Ratio of Radius to Width on Flow Pattern in a 90 Degree Bend [Volume 9, Issue 1, 2014, Pages 59-68]
Fluid-Solid InteractionUse of a Simple Repulsive Force in Simulating Fluid Flow under a Hypo-Elastic Gate by Smoothed Particle Hydrodynamics [Volume 9, Issue 3, 2014, Pages 1-14]
Froude numberEvaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Fuse gateExperimental Investigation of Flow Hydraulic over 3 Model of Fuse gate Spillways (WLH, Straight, and Straight with Inclined Side view) with Increasing Canal Slope [Volume 9, Issue 2, 2014, Pages 23-36]
G
Granular ComputingEstimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Head Loss» Research Note «
Head Loss of Transient Accelerating Flows for Pipes in Series [Volume 9, Issue 1, 2014, Pages 69-76]
Hydraulic jumpEvaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Hydraulic MethodAn Analytical Solution for Finding the Deflection Point of the Wetted Perimeter – Discharge Curve by Hydraulic Methods for the Determination of Environmental Flow requirements [Volume 9, Issue 1, 2014, Pages 27-43]
Hypo-Elastic GateUse of a Simple Repulsive Force in Simulating Fluid Flow under a Hypo-Elastic Gate by Smoothed Particle Hydrodynamics [Volume 9, Issue 3, 2014, Pages 1-14]
L
Load CellAnalysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]
Local SubmergenceThree Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
M
Mesh-Free Natural Element MethodUsing Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Minimum Environmental DischargeAn Analytical Solution for Finding the Deflection Point of the Wetted Perimeter – Discharge Curve by Hydraulic Methods for the Determination of Environmental Flow requirements [Volume 9, Issue 1, 2014, Pages 27-43]
Multi objective OptimizationOptimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
N
Natural NeighborUsing Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Nazloo RiverEvaluation of Eco-hydrology-hydraulics Methods for Environmental Flows in Rivers
(Case Study: Nazloo River, Urmia Lake Basin) [Volume 9, Issue 2, 2014, Pages 69-82]
Nodal IntegrationUsing Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Numerical ModelThree Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
Overflow SpillwaysStudy on Splitters Effect on the Extent and Slope of The Scour Hole Downstream of Overflow Spillways [Volume 9, Issue 4, 2014, Pages 15-24]
P
Peak TimeEffect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Physical ModelInvestigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Piano Key SpillwayThree Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
Pier ShapeExperimental and Numerical Investigation of Scouring Process around the Piers with Lateral Boundaries Fitted by Velocity Profile under Steady State Flow condition [Volume 9, Issue 4, 2014, Pages 39-53]
Pipes in Series» Research Note «
Head Loss of Transient Accelerating Flows for Pipes in Series [Volume 9, Issue 1, 2014, Pages 69-76]
Pressure Wave» Research Note «
Head Loss of Transient Accelerating Flows for Pipes in Series [Volume 9, Issue 1, 2014, Pages 69-76]
Pressurized FlushingInvestigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Preston TubeAnalysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]
R
Reservoir SedimentationIntroducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
River StabilityOptimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
RoughnessEvaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
RoughnessExperimental Investigation of Applications of Artificial Roughness for Bridge Pier Scour Reduction [Volume 9, Issue 2, 2014, Pages 11-21]
S
Scour Around Bridge PierEffect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Scour ControlExperimental and Numerical Investigation of Scouring Process around the Piers with Lateral Boundaries Fitted by Velocity Profile under Steady State Flow condition [Volume 9, Issue 4, 2014, Pages 39-53]
Scour HoleEstimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
ScouringStudy on Splitters Effect on the Extent and Slope of The Scour Hole Downstream of Overflow Spillways [Volume 9, Issue 4, 2014, Pages 15-24]
Sediment ElevationInvestigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Shear ForceAnalysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]
Shear StressEffect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Sibson InterpolationUsing Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Side Wall» Research Note «
Experimental Investigation on Local Scour around Conical and Pyramidal Piers [Volume 9, Issue 3, 2014, Pages 81-89]
Ski JumpEstimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
SlopeExperimental Investigation of Flow Hydraulic over 3 Model of Fuse gate Spillways (WLH, Straight, and Straight with Inclined Side view) with Increasing Canal Slope [Volume 9, Issue 2, 2014, Pages 23-36]
Smoothed Particle Hydrodynamics (SPH)Use of a Simple Repulsive Force in Simulating Fluid Flow under a Hypo-Elastic Gate by Smoothed Particle Hydrodynamics [Volume 9, Issue 3, 2014, Pages 1-14]
SpillwayExperimental Investigation of Flow Hydraulic over 3 Model of Fuse gate Spillways (WLH, Straight, and Straight with Inclined Side view) with Increasing Canal Slope [Volume 9, Issue 2, 2014, Pages 23-36]
SplitterStudy on Splitters Effect on the Extent and Slope of The Scour Hole Downstream of Overflow Spillways [Volume 9, Issue 4, 2014, Pages 15-24]
Spur-DikeOptimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
Stepped-Hydrograph ModelEffect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Stepped spillwayEvaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Stepped spillwayInvestigation of Local Scour Phenomenon Downstream of Stilling Basins in the Presence of Stepped Spillway [Volume 9, Issue 4, 2014, Pages 25-38]
Stilling basinEvaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Stilling basinInvestigation of Local Scour Phenomenon Downstream of Stilling Basins in the Presence of Stepped Spillway [Volume 9, Issue 4, 2014, Pages 25-38]
Suspended SedimentIntroducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
T
Tenant MethodAn Analytical Solution for Finding the Deflection Point of the Wetted Perimeter – Discharge Curve by Hydraulic Methods for the Determination of Environmental Flow requirements [Volume 9, Issue 1, 2014, Pages 27-43]
Transient Accelerating Flow» Research Note «
Head Loss of Transient Accelerating Flows for Pipes in Series [Volume 9, Issue 1, 2014, Pages 69-76]
U
Urmia LakeEvaluation of Eco-hydrology-hydraulics Methods for Environmental Flows in Rivers
(Case Study: Nazloo River, Urmia Lake Basin) [Volume 9, Issue 2, 2014, Pages 69-82]
V
Van-Leer SchemeUsing Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Variable Section» Research Note «
Experimental Investigation on Local Scour around Conical and Pyramidal Piers [Volume 9, Issue 3, 2014, Pages 81-89]
Vegetation coverEffect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Volumetric water deliveryDesign Criteria for Parallel Baffle Modules [Volume 9, Issue 2, 2014, Pages 37-51]
W
Wake Vortex» Research Note «
Experimental Investigation on Local Scour around Conical and Pyramidal Piers [Volume 9, Issue 3, 2014, Pages 81-89]
Wetted PerimeterAn Analytical Solution for Finding the Deflection Point of the Wetted Perimeter – Discharge Curve by Hydraulic Methods for the Determination of Environmental Flow requirements [Volume 9, Issue 1, 2014, Pages 27-43]