Journal of Hydraulics - Keyword Index

A

Analytical Approach An 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]
Arced Three Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]

B

Bed Roughness An Investigation on Gravel-Bed Roughness Characterization [Volume 9, Issue 4, 2014, Pages 73-86]
Bridge abutment Effect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]

C

Compound channel Effect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Cost Optimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]

D

Dams Study 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 Blocks Evaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Dentate Blocks Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Dimensional Analysis Investigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Dimensionless Parameter Estimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Discharge coefficient Experimental 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 coefficient Three Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
Discharge Measurement Structure Design Criteria for Parallel Baffle Modules [Volume 9, Issue 2, 2014, Pages 37-51]

E

Eco-Hydrology-Hydraulics Evaluation 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]
Efficiency Introducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
Electromagnetic Velocimeter Effect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Energy dissipation Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Environmental flow Evaluation 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 Model Evaluation 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 Work Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
External Hypothesis Optimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
Extraction Introducing 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 Numerical Experimental 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 conditions Experimental 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 Interaction 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]
Froude number Evaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Fuse gate Experimental 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 Computing Estimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Gravel bed An Investigation on Gravel-Bed Roughness Characterization [Volume 9, Issue 4, 2014, Pages 73-86]

H

Head Loss » Research Note « Head Loss of Transient Accelerating Flows for Pipes in Series [Volume 9, Issue 1, 2014, Pages 69-76]
Hydraulic jump Evaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Hydraulic Method An 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]
Hydraulic Structure. Irrigation Network Design Criteria for Parallel Baffle Modules [Volume 9, Issue 2, 2014, Pages 37-51]
Hypo-Elastic Gate 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]

L

Load Cell Analysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]
Local Submergence Three Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]

M

Mesh-Free Natural Element Method Using Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Minimum Environmental Discharge An 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 Optimization Optimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]

N

Natural Neighbor Using Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Nazloo River Evaluation 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 Integration Using Mesh-free Natural Element Numerical Method in Solving Governing Equations of Free Surface Flow [Volume 9, Issue 4, 2014, Pages 1-14]
Numerical Model Three Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]

O

Offtakes Design Criteria for Parallel Baffle Modules [Volume 9, Issue 2, 2014, Pages 37-51]
Overflow Spillways Study 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 Time Effect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Physical Model Investigation 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 Spillway Three Dimensional Hydrodynamics of Arced Piano Key Spillways [Volume 9, Issue 3, 2014, Pages 61-79]
Pier Shape Experimental 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 Flushing Investigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Preston Tube Analysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]

R

Reservoir Sedimentation Introducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]
River Stability Optimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
Roughness Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Roughness Experimental Investigation of Applications of Artificial Roughness for Bridge Pier Scour Reduction [Volume 9, Issue 2, 2014, Pages 11-21]

S

Scour Around Bridge Pier Effect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Scour Control Experimental 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 Hole Estimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Scouring Study 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 Elevation Investigation on the Effect of Sediment Level on Pressurized Flushing Performance from Reservoirs using Physical Model [Volume 9, Issue 1, 2014, Pages 11-25]
Shear Force Analysis of Shear Stress in Rectangular Open Channels Using Force Balance Method [Volume 9, Issue 3, 2014, Pages 33-44]
Shear Stress Effect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Sibson Interpolation Using 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 Jump Estimating Scour Hole Dimensions of Ski Jump Downstream of Dams Using Granular Computing Model [Volume 9, Issue 3, 2014, Pages 45-60]
Slope Experimental 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]
Spillway Experimental 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]
Splitter Study 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-Dike Optimization Modeling of Spur-dikes Dimensions by considering its Role on River Morphological Stabilization [Volume 9, Issue 4, 2014, Pages 55-72]
Stepped-Hydrograph Model Effect of Hydrograph Peak Time on Local Scour around Bridge Pier [Volume 9, Issue 3, 2014, Pages 15-32]
Stepped spillway Evaluation of Energy Dissipation over Dentate Blocks Spillway and Comparing the Energy Dissipation with Stepped Spillway [Volume 9, Issue 2, 2014, Pages 1-10]
Stepped spillway Investigation of Local Scour Phenomenon Downstream of Stilling Basins in the Presence of Stepped Spillway [Volume 9, Issue 4, 2014, Pages 25-38]
Stilling basin Evaluation of Hydraulic Jump on Dentate Blocks Stilling Basin [Volume 9, Issue 1, 2014, Pages 1-10]
Stilling basin Investigation of Local Scour Phenomenon Downstream of Stilling Basins in the Presence of Stepped Spillway [Volume 9, Issue 4, 2014, Pages 25-38]
Structure Function An Investigation on Gravel-Bed Roughness Characterization [Volume 9, Issue 4, 2014, Pages 73-86]
Suspended Sediment Introducing a New Dam-Type Sediment Excluder Method at Dam Reservoirs for Sediment Mitigation [Volume 9, Issue 2, 2014, Pages 53-67]

T

Tenant Method An 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 Lake Evaluation 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 Scheme Using 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 cover Effect of Non-submerged Rigid Vegetation in Floodplain on Bed Shear Stress around Bridge Abutment [Volume 9, Issue 1, 2014, Pages 45-57]
Volumetric water delivery Design 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 Perimeter An 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]