Journal of Hydraulics

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]