Journal of Hydraulics - Keyword Index

A

Analytic element method Neyshabur Plain Groundwater Flow Modelling Using Analytic Element and Point Collocation Mesh Free Methods [Volume 11, Issue 3, 2016, Pages 47-58]
Anisotropy Anisotropy Feature Analysis of the Flow Field Around Straight and T Shaped Spur Dike [Volume 11, Issue 1, 2016, Pages 1-19]
Ansys Numerical Investigation of Leakage from Steel Pipes Submerged in Water Based on the Experimental Results of Non-submerged Pipes [Volume 11, Issue 4, 2016, Pages 29-44]

B

Bed-roughness height Sediment Transport under Saltation Regime in Turbulent Flow Part B: Sensitivity Analysis of Important Parameters of the Model [Volume 11, Issue 4, 2016, Pages 19-28]

C

Cell face velocity The Effect of Methods of Calculating Velocity on Cell Faces in Sub-critical Open Channel Flow Simulation [Volume 11, Issue 3, 2016, Pages 15-32]
Coherent structures Detection of Coherent Structures in Non-smooth Open Channel Flow (Comment on Quadrant Analysis) [Volume 11, Issue 4, 2016, Pages 45-56]
Collocated grid The Effect of Methods of Calculating Velocity on Cell Faces in Sub-critical Open Channel Flow Simulation [Volume 11, Issue 3, 2016, Pages 15-32]
Control structures Experimental Study on the Effect of Geometry and Upstream Channel Bed Level on Discharge Coefficient of Trapezoidal Labyrinth Weir [Volume 11, Issue 2, 2016, Pages 61-76]
Crank-Nicolson method Comparison of Lattice Boltzmann and Finite Difference Methods in the Solution of Coupled Groundwater and Contaminant Transport Equations [Volume 11, Issue 3, 2016, Pages 59-71]
Curved crest spillway » Research Note « Increasing the Discharge Capacity of an Ogee Spillway by Bending the Crest [Volume 11, Issue 4, 2016, Pages 57-63]
Curvilinear coordinate The Effect of Methods of Calculating Velocity on Cell Faces in Sub-critical Open Channel Flow Simulation [Volume 11, Issue 3, 2016, Pages 15-32]

D

Density Sediment Transport under Saltation Regime in Turbulent Flow Part B: Sensitivity Analysis of Important Parameters of the Model [Volume 11, Issue 4, 2016, Pages 19-28]
Developed form of Navier-Stocks equations A New Approach to Compute Water Level in Non- hydrostatic Models with Application Capabilities for Open and Porous Media Flows [Volume 11, Issue 2, 2016, Pages 1-16]
Discharge coefficient Experimental Study on the Effect of Geometry and Upstream Channel Bed Level on Discharge Coefficient of Trapezoidal Labyrinth Weir [Volume 11, Issue 2, 2016, Pages 61-76]

E

Effective crest length » Research Note « Increasing the Discharge Capacity of an Ogee Spillway by Bending the Crest [Volume 11, Issue 4, 2016, Pages 57-63]
Energy dissipation » Research Note « Dimensionless Longitudinal Profile of Free Hydraulic Jump [Volume 11, Issue 1, 2016, Pages 77-85]
Erosion Studies of Bed Elevation Variations in Sand Bed Rivers Caused by Two Successive Knick Points [Volume 11, Issue 3, 2016, Pages 1-14]
Estimation » Research Note « Application of Data Mining Approaches for Estimation of Pile Group Scour [Volume 11, Issue 1, 2016, Pages 67-75]
Eulerian-Lagrangian procedure Sediment Transport under Saltation Regime in Turbulent Flow Part A: Development of the Model [Volume 11, Issue 4, 2016, Pages 1-17]
Experimental Model Experimental and Numerical Modeling of Propagation and Wave Breaking over Impermeable Submerged Breakwater [Volume 11, Issue 3, 2016, Pages 33-45]
Exponentially-regularized Herschel-Bulkley (H-B) rheological model Development of Moving-particle Semi-implicit Method (MPS) in Simulation of Granular flow [Volume 11, Issue 2, 2016, Pages 43-59]

F

Flow-3D » Research Note « Preservation of the Stilling Basin Located Under the Bottom Outlet of the Historical Fariman Dam [Volume 11, Issue 4, 2016, Pages 65-70]
Four quadrant events Near Bed Turbulent Bursting Process Analysis around a Spur Dike in a Channel Bend [Volume 11, Issue 2, 2016, Pages 17-31]
Free surface The Effect of Methods of Calculating Velocity on Cell Faces in Sub-critical Open Channel Flow Simulation [Volume 11, Issue 3, 2016, Pages 15-32]
Free water level A New Approach to Compute Water Level in Non- hydrostatic Models with Application Capabilities for Open and Porous Media Flows [Volume 11, Issue 2, 2016, Pages 1-16]

G

Genetic algorithm An Optimal Design for Dimensions of Water Diversion System in Dams using and Analyzing Hydraulic Uncertainties and Hydrologic Risk [Volume 11, Issue 1, 2016, Pages 21-34]
Granular flow Development of Moving-particle Semi-implicit Method (MPS) in Simulation of Granular flow [Volume 11, Issue 2, 2016, Pages 43-59]
Groundwater flow Neyshabur Plain Groundwater Flow Modelling Using Analytic Element and Point Collocation Mesh Free Methods [Volume 11, Issue 3, 2016, Pages 47-58]

H

HEC-RAS Studies of Bed Elevation Variations in Sand Bed Rivers Caused by Two Successive Knick Points [Volume 11, Issue 3, 2016, Pages 1-14]
Hydraulic uncertainties An Optimal Design for Dimensions of Water Diversion System in Dams using and Analyzing Hydraulic Uncertainties and Hydrologic Risk [Volume 11, Issue 1, 2016, Pages 21-34]
Hydrological risk analysis An Optimal Design for Dimensions of Water Diversion System in Dams using and Analyzing Hydraulic Uncertainties and Hydrologic Risk [Volume 11, Issue 1, 2016, Pages 21-34]

I

Imperialistic competitive algorithm Design of the River Stable (Regime) Flow Section by Imperialistic Competitive Algorithm [Volume 11, Issue 1, 2016, Pages 35-52]
Inclined pier » Research Note « Experimental investigation of scour pattern around the group of three divergent-vertical and convergent-vertical bridge piers in a 180 degree sharp bend [Volume 11, Issue 3, 2016, Pages 73-79]

K

Kinematic condition A New Approach to Compute Water Level in Non- hydrostatic Models with Application Capabilities for Open and Porous Media Flows [Volume 11, Issue 2, 2016, Pages 1-16]
Knick point Studies of Bed Elevation Variations in Sand Bed Rivers Caused by Two Successive Knick Points [Volume 11, Issue 3, 2016, Pages 1-14]

L

Labyrinth weir Experimental Study on the Effect of Geometry and Upstream Channel Bed Level on Discharge Coefficient of Trapezoidal Labyrinth Weir [Volume 11, Issue 2, 2016, Pages 61-76]
Lattice Boltzmann Method Comparison of Lattice Boltzmann and Finite Difference Methods in the Solution of Coupled Groundwater and Contaminant Transport Equations [Volume 11, Issue 3, 2016, Pages 59-71]
Leakage head-discharge relationship Numerical Investigation of Leakage from Steel Pipes Submerged in Water Based on the Experimental Results of Non-submerged Pipes [Volume 11, Issue 4, 2016, Pages 29-44]
Longitidunal hydraulic jump profile » Research Note « Dimensionless Longitudinal Profile of Free Hydraulic Jump [Volume 11, Issue 1, 2016, Pages 77-85]

M

Maximum sediment transport capacity Design of the River Stable (Regime) Flow Section by Imperialistic Competitive Algorithm [Volume 11, Issue 1, 2016, Pages 35-52]
Measurement error Performance of Long Throated Flume and Modification of Broad Crested Weir to Improve the Measurement Accuracy [Volume 11, Issue 2, 2016, Pages 33-42]
Momentum interpolation The Effect of Methods of Calculating Velocity on Cell Faces in Sub-critical Open Channel Flow Simulation [Volume 11, Issue 3, 2016, Pages 15-32]
Moving Particle Semi-Implicit (MPS) Development of Moving-particle Semi-implicit Method (MPS) in Simulation of Granular flow [Volume 11, Issue 2, 2016, Pages 43-59]
Multiphase Model Development of Moving-particle Semi-implicit Method (MPS) in Simulation of Granular flow [Volume 11, Issue 2, 2016, Pages 43-59]

N

Near bed flow field Near Bed Turbulent Bursting Process Analysis around a Spur Dike in a Channel Bend [Volume 11, Issue 2, 2016, Pages 17-31]
Neyshabur Plain Neyshabur Plain Groundwater Flow Modelling Using Analytic Element and Point Collocation Mesh Free Methods [Volume 11, Issue 3, 2016, Pages 47-58]
Non-hydrostatic models A New Approach to Compute Water Level in Non- hydrostatic Models with Application Capabilities for Open and Porous Media Flows [Volume 11, Issue 2, 2016, Pages 1-16]
Non-smooth bed Detection of Coherent Structures in Non-smooth Open Channel Flow (Comment on Quadrant Analysis) [Volume 11, Issue 4, 2016, Pages 45-56]
Numerical modeling Numerical Modeling of Flow Field around the Shaft Spillways Using Piano-Key Inlet [Volume 11, Issue 1, 2016, Pages 53-66]

O

Open channel flow Detection of Coherent Structures in Non-smooth Open Channel Flow (Comment on Quadrant Analysis) [Volume 11, Issue 4, 2016, Pages 45-56]

P

Physical Model » Research Note « Increasing the Discharge Capacity of an Ogee Spillway by Bending the Crest [Volume 11, Issue 4, 2016, Pages 57-63]
Pier group » Research Note « Experimental investigation of scour pattern around the group of three divergent-vertical and convergent-vertical bridge piers in a 180 degree sharp bend [Volume 11, Issue 3, 2016, Pages 73-79]
Pile group » Research Note « Application of Data Mining Approaches for Estimation of Pile Group Scour [Volume 11, Issue 1, 2016, Pages 67-75]
PIV Detection of Coherent Structures in Non-smooth Open Channel Flow (Comment on Quadrant Analysis) [Volume 11, Issue 4, 2016, Pages 45-56]
PK inlet Numerical Modeling of Flow Field around the Shaft Spillways Using Piano-Key Inlet [Volume 11, Issue 1, 2016, Pages 53-66]
Point collocation method Neyshabur Plain Groundwater Flow Modelling Using Analytic Element and Point Collocation Mesh Free Methods [Volume 11, Issue 3, 2016, Pages 47-58]
Potential discharge Neyshabur Plain Groundwater Flow Modelling Using Analytic Element and Point Collocation Mesh Free Methods [Volume 11, Issue 3, 2016, Pages 47-58]
Preservation » Research Note « Preservation of the Stilling Basin Located Under the Bottom Outlet of the Historical Fariman Dam [Volume 11, Issue 4, 2016, Pages 65-70]

Q

Q-h equation Performance of Long Throated Flume and Modification of Broad Crested Weir to Improve the Measurement Accuracy [Volume 11, Issue 2, 2016, Pages 33-42]
Quadrant analysis Detection of Coherent Structures in Non-smooth Open Channel Flow (Comment on Quadrant Analysis) [Volume 11, Issue 4, 2016, Pages 45-56]

R

River stable hydraulic geometry Design of the River Stable (Regime) Flow Section by Imperialistic Competitive Algorithm [Volume 11, Issue 1, 2016, Pages 35-52]

S

Sacrificial Piles » Research Note « Separated and Combined Effects of Sacrificial Piles, Collar and Slot on Reduction of the Local Scour around the Bridge Piers [Volume 11, Issue 2, 2016, Pages 77-85]
Saltation Sediment Transport under Saltation Regime in Turbulent Flow Part A: Development of the Model [Volume 11, Issue 4, 2016, Pages 1-17]
Scour » Research Note « Experimental investigation of scour pattern around the group of three divergent-vertical and convergent-vertical bridge piers in a 180 degree sharp bend [Volume 11, Issue 3, 2016, Pages 73-79]
Scour Depth » Research Note « Application of Data Mining Approaches for Estimation of Pile Group Scour [Volume 11, Issue 1, 2016, Pages 67-75]
Sedimentation Experimental Study on the Effect of Geometry and Upstream Channel Bed Level on Discharge Coefficient of Trapezoidal Labyrinth Weir [Volume 11, Issue 2, 2016, Pages 61-76]
Sedimentation Studies of Bed Elevation Variations in Sand Bed Rivers Caused by Two Successive Knick Points [Volume 11, Issue 3, 2016, Pages 1-14]
Sediment transport Sediment Transport under Saltation Regime in Turbulent Flow Part A: Development of the Model [Volume 11, Issue 4, 2016, Pages 1-17]
Sediment transport Sediment Transport under Saltation Regime in Turbulent Flow Part B: Sensitivity Analysis of Important Parameters of the Model [Volume 11, Issue 4, 2016, Pages 19-28]
Sediment transport equations Studies of Bed Elevation Variations in Sand Bed Rivers Caused by Two Successive Knick Points [Volume 11, Issue 3, 2016, Pages 1-14]
Sensitivity analysis Sediment Transport under Saltation Regime in Turbulent Flow Part B: Sensitivity Analysis of Important Parameters of the Model [Volume 11, Issue 4, 2016, Pages 19-28]
Slot » Research Note « Separated and Combined Effects of Sacrificial Piles, Collar and Slot on Reduction of the Local Scour around the Bridge Piers [Volume 11, Issue 2, 2016, Pages 77-85]
Smoothed particle hydrodynamic Experimental and Numerical Modeling of Propagation and Wave Breaking over Impermeable Submerged Breakwater [Volume 11, Issue 3, 2016, Pages 33-45]
Soft computing techniques » Research Note « Application of Data Mining Approaches for Estimation of Pile Group Scour [Volume 11, Issue 1, 2016, Pages 67-75]
Spillway discharge » Research Note « Increasing the Discharge Capacity of an Ogee Spillway by Bending the Crest [Volume 11, Issue 4, 2016, Pages 57-63]
Spur Dike Near Bed Turbulent Bursting Process Analysis around a Spur Dike in a Channel Bend [Volume 11, Issue 2, 2016, Pages 17-31]
Steel Pipe Numerical Investigation of Leakage from Steel Pipes Submerged in Water Based on the Experimental Results of Non-submerged Pipes [Volume 11, Issue 4, 2016, Pages 29-44]
Stilling basin » Research Note « Dimensionless Longitudinal Profile of Free Hydraulic Jump [Volume 11, Issue 1, 2016, Pages 77-85]
Stilling basin » Research Note « Preservation of the Stilling Basin Located Under the Bottom Outlet of the Historical Fariman Dam [Volume 11, Issue 4, 2016, Pages 65-70]
Straight spur dike Anisotropy Feature Analysis of the Flow Field Around Straight and T Shaped Spur Dike [Volume 11, Issue 1, 2016, Pages 1-19]
Submerged breakwaters Experimental and Numerical Modeling of Propagation and Wave Breaking over Impermeable Submerged Breakwater [Volume 11, Issue 3, 2016, Pages 33-45]
Submerged jet Numerical Investigation of Leakage from Steel Pipes Submerged in Water Based on the Experimental Results of Non-submerged Pipes [Volume 11, Issue 4, 2016, Pages 29-44]
Super critical flow » Research Note « Dimensionless Longitudinal Profile of Free Hydraulic Jump [Volume 11, Issue 1, 2016, Pages 77-85]
Swirling flow Numerical Modeling of Flow Field around the Shaft Spillways Using Piano-Key Inlet [Volume 11, Issue 1, 2016, Pages 53-66]

T

T shaped spur dike Anisotropy Feature Analysis of the Flow Field Around Straight and T Shaped Spur Dike [Volume 11, Issue 1, 2016, Pages 1-19]
Turbulence bursting Near Bed Turbulent Bursting Process Analysis around a Spur Dike in a Channel Bend [Volume 11, Issue 2, 2016, Pages 17-31]

U

Unusual stilling basin » Research Note « Preservation of the Stilling Basin Located Under the Bottom Outlet of the Historical Fariman Dam [Volume 11, Issue 4, 2016, Pages 65-70]

V

Vertical pier » Research Note « Experimental investigation of scour pattern around the group of three divergent-vertical and convergent-vertical bridge piers in a 180 degree sharp bend [Volume 11, Issue 3, 2016, Pages 73-79]
Vertical shaft spillway Numerical Modeling of Flow Field around the Shaft Spillways Using Piano-Key Inlet [Volume 11, Issue 1, 2016, Pages 53-66]
Vertical two dimensional model A New Approach to Compute Water Level in Non- hydrostatic Models with Application Capabilities for Open and Porous Media Flows [Volume 11, Issue 2, 2016, Pages 1-16]

W

Water diversion system An Optimal Design for Dimensions of Water Diversion System in Dams using and Analyzing Hydraulic Uncertainties and Hydrologic Risk [Volume 11, Issue 1, 2016, Pages 21-34]
Water measurement structures Performance of Long Throated Flume and Modification of Broad Crested Weir to Improve the Measurement Accuracy [Volume 11, Issue 2, 2016, Pages 33-42]
Water temperature (viscosity) Sediment Transport under Saltation Regime in Turbulent Flow Part B: Sensitivity Analysis of Important Parameters of the Model [Volume 11, Issue 4, 2016, Pages 19-28]
Wave » Research Note « Application of Data Mining Approaches for Estimation of Pile Group Scour [Volume 11, Issue 1, 2016, Pages 67-75]
Wave breaking Experimental and Numerical Modeling of Propagation and Wave Breaking over Impermeable Submerged Breakwater [Volume 11, Issue 3, 2016, Pages 33-45]
Wave propagation Experimental and Numerical Modeling of Propagation and Wave Breaking over Impermeable Submerged Breakwater [Volume 11, Issue 3, 2016, Pages 33-45]
Win-Flume model Performance of Long Throated Flume and Modification of Broad Crested Weir to Improve the Measurement Accuracy [Volume 11, Issue 2, 2016, Pages 33-42]