... OVERBANK STRAIGHT MOBILE WATER EXPERIMENTS FACILITIES EQUILIBRIUM SAND BANKS REGIMES THEORY RATIONAL APPLICATIONS MORPHOLOGY SEDIMENTS RATES RESEARCH EXPERIMENTS TRAPEZOIDAL FREE FORMED SETTING UP PROCEDURE STAGE DISCHARGES MEASUREMENT RESISTANCE COEFFICIENTS UK FLOOD...

... 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...

...R BURROWS; K H M ALI; G OCKLESTON © Thomas Telford and ICE 1999 LIVERPOOL UNIVERSITY THAMES WATER UTILITIES SEWAGE DISCHARGES ESTIMATION ESTIMATING FLOW STICKS MONITORING DEVICES STUDIES LABORATORIES SEWERS FLOW EXPERIMENTS THEORY MODELLING FLUIDS DRAG INSTALLATION...

..., Journals Department, Thomas Telford Limited, Thomas Telford House, 1 Heron Quay, London E14 4JD. 80 OVERFALLS MODELLING RECTANGULAR EQUATIONS MODELS NUMERICAL FLOW UPSTREAM DOWNSTREAM FREE JETS HYBRID FINITE ELEMENTS WATER LEVELS NAPPE PROFILES SMOOTH ROUGH BEDS EXPERIMENTS...

... 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...

... BOUNDARIES ROUGHNESS SMOOTH ROUGH FLOOD PLAINS EXPERIMENTS SIMULATION RIVERS FIELD DATA VELOCITY SPEED MEASUREMENT DISCHARGES DEPTH SAND RODS DOWELS SURFACE PENETRATING BEDS CROSS SECTIONS HYDRAULICS HYDRODYNAMICS BEHAVIOUR WATER REYNOLDS NUMBERS FRICTION Resistance coefficients...

... MODELLING MATHEMATICAL MODELS FLOW EFFLUENT POLLUTANTS SHALLOW EXPERIMENTS POLLUTION Circular jets in crossflows of finite depth J. E. Hodgson, PhD, N. Rajaratnam, PhD and A. K. Moawad, PhD Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 35±42 Paper 11703 Written discussion closes...

...B B WILLETTS; G PENDER; I K MCEWAN © Thomas Telford and ICE 1998 ABERDEEN UNIVERSITY GLASGOW UNIVERSITY HYDRAULICS SEDIMENTS TRANSPORT GRADED EXPERIMENTS CHANNELS FLOW INBANK OVERBANK RATES BEDS COMPOSITION LOADS MEASUREMENT BEHAVIOUR MOBILITY STREAMS CAPACITY...

...J F LYNESS; W R C MYERS; J J O SULLIVAN © Thomas Telford and ICE 1998 ULSTER UNIVERSITY HR WALLINGFORD RIVERS HYDRAULICS CHARACTERISTICS MEANDERING MOBILE BEDS COMPOUND CHANNELS EXPERIMENTS OVERBANK FLOW FLOODS FACILITIES SINUSOIDAL SAND MEASUREMENT FLOOD PLAINS...

... 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...

... DISCHARGES REGULATING DRAINAGE DRAINS EXPERIMENTS DESIGN PERFORMANCE Hydraulic level control by Hinged Flap Gate F. Raemy and W. H. Hager Proc. Instn Civ. Engrs Wat., Marit. & Energy 1998, 130, June, 95 ± 103 Paper 11551 & The so-called Hinged Flap Gate is introduced. This gate is able to control...

... into cracks and fissures of man-made or natural coastal structures has been held responsible for damage to coastal structures. In order to establish whether wave impact pressures can propagate into 110 water-filled cracks, model scale experiments were conducted at Queen s University Belfast. Wave impact...

...K H M ALI; K OTHMAN; FLUENT WATER CIRCULATION RESERVOIRS INVESTIGATIONS JETS FORCED EXPERIMENTS THEORY WATER SUPPLY INLETS OUTLETS SHAPE MODELS EFFECT SIZE ASPECT RATIOS REYNOLDS NUMBERS PREDICTION NUMERICAL PROGRAMS COMPUTERS PACKAGES ANALYSIS DIMENSIONAL FLOW METHODS...

... and experimental investigation into the formation and transport of fluid mud. Laboratory the channel cross-section or along the bottom of a sloping channel during the slack water period. A layer of fluid mud will start to flow Written discussion closes 6 June 1997 experiments were conducted using two along...

... LOADS DATA SIMULATION TRENCHES INFILLING ARMOURING EXPERIMENTS HYDRODYNAMICS EQUATIONS GOVERNING HYDRAULIC RESISTANCE FRACTIONAL CAPACITY PARTICLES VELOCITY FINITE DIFFERENCE Numerical predictionof graded sediment transport G.Pender, BSc, PhD, MICE, MCIWEM, and Q.Li,BSc, MSCP, hD Proc...

... CHUTES CURVES GENERALISED DRAWDOWN PREDICTION MODELS EXPLICIT RELATIONS FLOW DEPTH FROUDE NUMBERS LOCAL SPILLWAYS WATER VELOCITY CHANNELS HYDROLOGY UNDISTURBED DESIGN GOVERNING EQUATIONS EXPERIMENTS DAMS ONE DIMENSIONAL ...

... SALINITY VELOCITY QUANTITATIVE DATA INTERNAL WEDGES FRONTS MIXING ENTRAINMENT SOFFITS FLOW EFFLUENT POLLUTANTS DILUTION TESTS EXPERIMENTS SYSTEMS EXPANSION WASTE POLLUTION DISPOSAL Studies of saltwater purging from a model seaoutfall diffuser R. BUYIOWBSE,ng, PhD, CEng, MICE, MCIWEM...

...M F LAMBERT; R H J SELLIN © Thomas Telford and ICE 1996 ADELAIDE UNIVERSITY BRISTOL UNIVERSITY RIVERS CHANNELS MEANDERING COMPOUND VELOCITY DISTRIBUTION MODELS LARGE SCALE DOUBLY FLOW CONDITIONS HYDRAULIC ANALYSIS DIVERSION FLOODS DEFENCES EXPERIMENTS LABORATORIES...

...B A KIRONOTO; W H GRAF; REYNOLDS © Thomas Telford and ICE 1995 ECOLE POLYTECHNIQUE FEDERALE LAUSANNE GADJAH MADA UNIVERSITY YOGYAKARTA HYDRAULICS TURBULENCE CHARACTERISTICS ROUGH NON UNIFORM OPEN CHANNELS FLOW LABORATORIES EXPERIMENTS VELOCITY INTENSITY STRESS PROFILES...

... EQUATIONS DYNAMIC DEPTH EXPERIMENTS WATER FLOW PATTERNS DIMENSIONAL EFFECT PROTECTION PROTECTIVE Reductionof scour below submerged EngrsInPWsrtoanct.CMiua.rit. impingingjets by screens & EneyEy, 1995, 112,Sept., 215-226 0.Aderibigbe, MSC,and N. Rajaratnam, PhD Water Board Water Panel Paper...