...D W KNIGHT; F BROWN; E VALENTINE; C NALLURI; J BATHURST; I BENSON; R MYERS; J LYNESS; J CASSELLS © Thomas Telford and ICE 1999 BIRMINGHAM UNIVERSITY NEWCASTLE UNIVERSITY ULSTER UNIVERSITY HYDRAULICS HYDRODYNAMICS FLOODS FLOODWORKS RESPONSES CHANNELS BEDS FLOW INBANK...

...G M SMART © Thomas Telford and ICE 1999 NEW ZEALAND NATIONAL WATER & ATMOSPHERIC RESEARCH INSTITUTE CHRISTCHURCH CHANNELS ALLUVIAL FLOW RESISTANCE FRICTION COEFFICIENTS HYDRAULICS HYDRODYNAMICS RIVERS FORCES BEDS PREDICTION ROUGHNESS WATER MODELS VELOCITY...

... FLOODBANKS FLOOD PLAINS RESISTANCE COEFFICIENTS DOMAIN INFLUENCE VISCOSITY ROUGHNESS CAPACITY HYDRAULICS HYDRODYNAMICS RIVERS DATA FACILITIES WATER PARAMETERS MODELS EXPERIMENTS ACCURACY CALCULATING PROCEDURE APPLICATIONS RIVER RODING ESSEX ENGLAND UK Conveyance...

... SPECTRA OBLIQUE RESEARCH SURFACE ELEVATION WATER PARTICLES VELOCITY SPEED BEDS SHEAR STRESS EXPERIMENTS STEEP NON LINEAR INCIDENT BEHAVIOUR LINEAR ESTIMATES MARITIME MARITIME ENGINEERING HYDRAULICS HYDRODYNAMICS INTERACTION SHORT CRESTED THREE DIMENSIONAL REFLECTIVE ACOUSTICS...

... DRAINAGE IRRIGATION HYDRAULICS HYDRODYNAMICS MATHEMATICAL DISCHARGES MEASUREMENT CHANNELS PREDICTION SURFACE TRAJECTORY Modelling rectangular overfalls using Boussinesq equations Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, June, 77±80 A. A. Khan, PhD & The Boussinesq equations...

...S DEY © Thomas Telford and ICE 1999 INDIAN TECHNOLOGY INSTITUTE KHARAGPUR PIERS CIRCULAR SCOUR TIME VARIATIONS VICINITY HYDRAULICS HYDRODYNAMICS MATHEMATICAL MODELLING MODELS RIVERS ESTIMATING DEPTH HOLES SEDIMENTS HORSESHOE VORTEX VORTICES SCOURING BRIDGES...

... on the river cross-section. Keywords: ¯oods & ¯oodworks; hydraulics & hydrodynamics; river engineering Notation A coecient in ¯ow resistance equation (equation 2) B half total width of compound channel B1 intercept in ¯ow resistance equation (equation 2) b half bottom width of main channel C Chezy roughness...

... CALIBRATION RESISTANCE LABORATORIES DRAINAGE IRRIGATION HYDRAULICS HYDRODYNAMICS DRAINS OVERLOADING SOLIDS DEPOSITS COMBINED OVERFLOWS STANDARDS BRITISH SUSPENDED BEDS LOADS CAPACITY ENTRAINMENT CONDUITS BOUNDARIES SHEAR STRESS © Thomas Telford and ICE 1999 Sediment transport...

... HYDRAULICS HYDRODYNAMICS MARITIME MODELLING MATHEMATICAL MODELS SIMULATION TWO DIMENSIONAL DEPTH VERTICAL GOVERNING MONOCHROMATIC Modified mild-slope equations for wave propagation B. Li, BSc, MSc, DIC, PhD, CEng, MCIWEM and C. A. Fleming, BSc, PhD, FEng, FICE Proc. Instn Civ. Engrs Wat., Marit...

...J E HODGSON; N RAJARATNAM; A K MOAWAD © Thomas Telford and ICE 1999 CITY OF EDMONTON ALBERTA UNIVERSITY WATER JETS CIRCULAR CROSSFLOW DEPTH LABORATORIES PHOTOGRAPHIC STUDIES VERTICAL DISCHARGES BEDS RIVERS DEEP HYDRAULICS DESIGN OUTFALLS SUBMERGED HYDRODYNAMICS...

... of present methods is valuable in deploying those factors, and this paper contributes to such awareness. Keywords: hydraulics & hydrodynamics; research & development; river engineering Introduction The reliable prediction of sediment movement, and hence of channel boundary changes, is a frequent engineering...

... ROUGHNESS VELOCITY HYDRODYNAMICS RESEARCH BEHAVIOUR RESISTANCE DISCHARGES WALLINGFORD UK FLOOD CHANNEL FACILITY UK Hydraulic characteristics of meandering mobile bed compound channels J. F. Lyness, MSc, PhD, MICE, W. R. C. Myers, BA, BSc, PhD, MICE and J. J. O'Sullivan, BA, BAI, MSc...

... in a closed conduit, and how much air is transported, particularly relating to the conduit length/conduit dimension ratio. Keywords: hydraulics & hydrodynamics; dams, barrages & reservoirs; ¯oods & ¯oodworks Notation C air concentration or void faction d1 jet thickness at the plunge point D closed-conduit...

... objective functions were developed and the best one selected from assessing their performance on an arti®cial model that produced a hydrograph with two peaks. The best objective function was subsequently used to calibrate the ¯ow resistance automatically in a hydrodynamic one-dimensional river model based...

... FLOW RESEARCH MODELS BENCHMARK REGIMES REACHES MODELLING MATHEMATICAL HYDROGRAPHS DATA DOMAIN HYDRODYNAMICS NUMERICAL FREE SURFACE COMPOUND CHANNELS TURBULENCE FRICTION CALIBRATION ALGORITHMS ROUTING CULM STOUR SEVERN BLACKWATER MISSOURI UK USA UNITED STATES...

... MATHEMATICAL HYDRAULICS HYDRODYNAMICS RIVERS THEORY MECHANISMS ENERGY TRANSPORTATION INFLUENCE ROUGHNESS DISSIPATION Boundary shear stress distributions in smooth rectangular open channel flows Shu-Qing Yang, BEng, MEng, PhD and Siow-Yong Lim, BEng, PhD Proc. Instn Civ. Engrs Wat., Marit. & Energy...

... VOLUME METHODS MOTION EQUATIONS TRANSPORT FROUDE NUMBERS SUBMERGENCE CALCULATING ALGORITHMS SYSTEMS CALCULATIONS PREDICTION NUMERICAL EXPERIMENTS HYDRODYNAMICS MATHEMATICAL DAMS BARRAGES GOVERNING PLANE TRANSFORMATION CONDITIONS k±e turbulence modelling of submerged hydraulic jump...

...M F LAMBERT; W R MYERS © Thomas Telford and ICE 1998 ADELAIDE UNIVERSITY ULSTER UNIVERSITY CHANNELS DISCHARGES CAPACITY ESTIMATING STRAIGHT COMPOUND PREDICTION FLOODS FLOOD PLAINS ESTIMATES VELOCITY HYDRAULICS HYDRODYNAMICS RIVERS FLOW DISTRIBUTION WEIGHTED DIVIDED...

...F RAEMY; W H HAGER; VAW © Thomas Telford and ICE 1998 VERSUCHSANSTALT FUR WASSERBAU HYDROLOGIE UND GLAZIOLOGIE VAW HYDRAULICS LEVELS CONTROL HINGED FLAPS GATES WATER FLOW AUTOMATIC HYDRODYNAMICS PRESSURE EQUATIONS MOMENTS COUNTERWEIGHTS SEWERS IRRIGATION CHANNELS...

...A J SAUL; R HARWOOD; STORMKING © Thomas Telford and ICE 1998 SHEFFIELD UNIVERSITY SEWERS OVERFLOWS COMBINED SOLIDS POLLUTANTS RETENTION SEPARATORS HYDRODYNAMICS GROSS EFFICIENCY DESIGN POLLUTION VORTEX VORTICES WEIRS SPILLS PERIPHERAL PERFORMANCE WATER LABORATORIES...