Proceedings of the Institution of Civil Engineers-Water Management

Papers
(The TQCC of Proceedings of the Institution of Civil Engineers-Water Management is 2. 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 2020-07-01 to 2024-07-01.)
ArticleCitations
Impact of an emergent model vegetation patch on flow adjustment and velocity25
A machine learning approach for forecasting and visualising flood inundation information10
Experimental study on near-bed flow turbulence of sinuous channel with downward seepage10
Analytical solution for depth-averaged velocity and boundary shear in a compound channel8
Study of flow turbulence around a circular bridge pier in sand-mined stream channel8
Flow patterns and free-surface dynamics in hydraulic jump on pebbled rough bed8
Boundary shear distribution in a compound channel with differential roughness7
Comparative study of groundwater level forecasts using hybrid neural network models6
Effect of submerged vanes in front of circular reservoir intake on sediment flushing cone6
Sediment deposition and distribution modelling in reservoirs: current trends and prospects5
Spatial analysis of blue and green water footprints of agricultural crop patterns: Turkey4
Scouring of sand beds by short impinging turbulent jets4
Experimental study of effects of riverbed composition on the riverbank erosion process4
Comparison of runoff from low-impact development measures in arid and humid cities4
Numerical modelling of flow field at shaft spillways with circular piano-key inlets3
Effect of simultaneous use of cable and bed sill scour countermeasures around a cylindrical pier3
Characteristics and effectiveness of water management methods for ‘sponge cities’ in China3
Deriving reservoir operating rules considering ecological demands of multiple stations3
Use of surface water and groundwater under climate change: Khorramabad basin, Iran3
Flow behaviour around spur dyke founded in cohesive sediment mixtures3
Roller fluctuations of pre-aerated high-Froude-number hydraulic jumps3
Experimental study on the mechanisms of flow and sediment transport in a vegetated channel3
A fuzzy multi-objective multiple-pollutant model for rivers using an ant colony algorithm3
Annual variation characteristics of eutrophication in Dongting Lake, China3
A novel ‘pressure index’ for predicting number of pipe bursts in water distribution system3
Numerical simulation of concrete face rockfill dam seepage: case study of Miaojiaba dam, China2
Reservoir management under different operating water levels, operation policies and climate change conditions2
Investigation of the geometry effect on air-demand ratio in conduits with a sluice gate2
Local scour evolution around semi-circular end bridge abutment in quasi-unsteady condition2
A method for adjusting design storm peakedness to reduce bias in hydraulic simulations2
Using evolutionary algorithms for continuous simulation of long-term reservoir inflows2
Investigating the relationship between the river flow and dissolved solids concentration2
Water surface profile prediction in compound channels with vegetated floodplains2
Laboratory investigation of sand and water inflow into a hole of under-waterway tunnels2
Characteristics of flow around a cylindrical pier under a partially submerged bridge deck2
Flow characteristics in continuous bends with pool–point bar topography2
The economic value of water in crop productions and policy implications in southern Brazil2
Overtopping erosion of model earthen dams analysed using digital image-processing method2
Linear-scale models for discharge estimation: asymmetric compound open channel flows2
Rainwater harvesting potentials for a water-scarce city in Bangladesh2
Analytical model for lateral depth-averaged velocity distributions in curved channels2
Wastewater systems in the time of Covid-19: surveillance, epidemiology and design2
Prediction of scour depth downstream of the flip bucket with machine learning techniques2
General free-flow discharge equation for Parshall flumes2
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