Journal of Hydraulic Research

Papers
(The TQCC of Journal of Hydraulic Research is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-05-01 to 2025-05-01.)
ArticleCitations
Nonlinear mode analysis of periodic roll waves and wave splitting46
Effect of intake pipe blockage on the critical submergence for lateral dual intakes28
4D particle tracking velocimetry of an undular hydraulic jump24
Effects of tributary floodplain on confluence hydrodynamics18
Insights from three-dimensional computational fluid dynamics modelling of a scroll vortex intake18
Influences of the associated operation on fish spawning ground in the upper Yellow River under cascaded hydropower stations considering sediment factors14
Flow condition identification and discharge calibration for submerged radial gatesBy YONG-XIN GUO, XIN-LEI GUO, YI-SEN WANG, TAO WANG, HUI FU and JIA-ZHEN LI, J. Hydraulic Res. 59(4), 2021, 68313
Air demand prediction and air duct design optimization method for spillway tunnel By JIJIAN LIAN, XIAOQUN WANG and DONGMING LIU, J. Hydraulic Res., 59(3), 2021, 448–461, https://doi.org/10.108013
Correction10
Wood blockage and sediment transport at inclined bar screens10
Hydrodynamic optimization of bilateral-symmetric multi-slot fishway using computational fluid dynamics10
Experimental investigation on flow of trash rack blockage in front of pumping station10
Forrest Holly’s last hydraulics project10
Numerical study on the mechanisms of storm geysers in a vertical riser-chamber system10
Assessment of interfacial turbulence treatment models for free surface flows10
Analytical solution for the Kelvin–Helmholtz instability under a submerged canopy-oscillatory flow10
Thermohaline equation of state for pure water, seawater and brine9
SPH modelling of the water nappe gravity fall over a dam9
Sensitivity analysis of a three-dimensional simulation of turbidity currents in a sloping flume9
A weighting function model for unsteady open channel friction9
Flood-control reservoir simulation using an aggregated model and regulation in 2D shallow water problems9
Impinging pressure and flood discharge atomization in high arch dams with flaring gate piers9
Effects of reconstruction of variables on the accuracy and computational performance of upscaling solutions of the shallow water equations8
Effects of diameter, density, and adhesiveness on settling velocity and drag coefficient of two sturgeon species eggs in flow7
Investigating the performance of the modified two-component pressure approach in capturing column separation with large vapour cavities7
A study of valve-induced water hammer in a woven-jacket fire hose7
Breaching of sand dikes: assessment of 1D and 2D numerical models against laboratory experiments6
Main channel width effects on overtopping-induced non-cohesive fluvial dike breaching6
Simplified approach for sizing surge tank in long-distance pipeline systems6
Analytical and experimental study of velocity distribution in adverse-slope channel flow6
Effect of flow and sediment parameters on vortex ripple morphodynamics6
Auto-parametric sloshing in a rectangular aqueduct excited by wind vortex-induced vibration: experimental investigation and stability analysis5
Swimming behaviour of downstream migrating carp in accelerating flows5
Stability of mass oscillations in hydropower plants with brook intakes5
On the dynamics of gravity current motion in a stratified ambient5
Hydrodynamic characteristics of flow over emergent vegetation in a strongly curved channel5
Dynamic pressure fields in a local scour hole formed by a submerged wall jet5
Influence of spiral flow on the hydraulic performance of a siphon outlet conduit in an axial flow pump system5
Two simple theoretical models for teaching wave mechanics in coastal engineering5
A numerical model for river ice dynamics based on discrete element method5
Large eddy simulation of flows past an array of square cylinders4
Hydraulic engineering of dams4
History and physical significance of the roughness Froude number4
Modelling of high-velocity free-surface flows: a revised interfacial area approach4
Experimentally determined effect of swirl on the performance of a rotodynamic pump4
Flexural-gravity wave forces acting on a submerged spherical object over a flexible sea bed4
Investigation of asymmetric gravity current collision with LES3
Circular drop manhole residence time reduction by appropriate jet-breaker dimensions3
Sediment transport capacity of low sediment-laden flows3
Application of CFD to predict the sluice gate jammed3
Riverine flow and floating wooden debris interaction with an arch bridge: flume experiments3
On application of empirical mode decomposition for turbulence analysis in open-channel flows3
Simulation of laminar to transitional wakes past cylinders with a discontinuous Galerkin inviscid shallow water model3
Effects of relative curvature radius on erosion and sedimentation patterns in a 90 o bend with and without bendway weirs3
A laboratory-scale numerical study of the effects of bank-attached vane submergence on flow pattern and bed shear stress distribution3
RANS simulation of supercritical open channel flows around obstacles3
Numerical analysis of transient cavitating pipe flow by Quasi 2D and 1D models3
Critical revision of check dams hydraulic design criteria3
Computational fluid dynamics for sub-atmospheric pressure analysis in pipe drainage By Mohsen Besharat, Oscar Enrique Coronado-Hernández, Vicente Samuel Fuertes-Miquel, Maria Teresa Viseu and Helena M3
Local scour at abutment under vertical and side suction seepage3
Time-reversal of water-hammer waves3
Inundation over land with increasing water depth using self-similarity analysis3
Closure to “Numerical investigation of air demand by the free surface tunnel flows” by WANGRU WEI, JUN DENG and WEILIN XU, J. Hydraulic Res. 59(1), 2021, 158–165, https:3
Cavitation mechanism in turbine runaway process of a pump-turbine3
Simple criterion for evaluating stability of hydraulic oscillation based on water-hammer reflection coefficients3
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