...DA ERVINE; HT FALVEY © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY US BUREAU OF RECLAMATION BEHAVIOUR WATER JETS TURBULENT FREE ATMOSPHERE PLUNGE POOLS DIFFUSION SUBMERGED CORES IMPINGING AIR INNER CORE DECAY POOLS PRESSURE IMPACT ANALYSIS SHEAR LAYERS...

... related to structural response or hydrodynamic loading. These will be important in scaling the model natural frequencies and the model response to turbulence or flow periodicity. If Froude number is used to set the velocity scale, and Strouhal number or reduced velocity is used to set the time-scale...

...J R WEST; D W KNIGHT; K SHIONO; RICHARDSON TURBULENCE MEASUREMENT TRANSPORT COEFFICIENTS ESTUARIES MIXED PARTIALLY VELOCITY SALINITY VERTICAL DATA RICHARDSON NUMBERS EQUATIONS TURBULENT FIELD TECHNIQUES STRESS FLUX FLOW EMPIRICAL CLOSURES PROBLEMS VALUE LENGTH MIXING...

...AS WHITE; CT TIEW © Thomas Telford and ICE 1985 MIDDLESEX POLYTECHNIC OSCILLATIONS EXPERIMENTS WIND TUNNELS WIND TUNNELS FREQUENCY AMPLITUDE SPEED INSTABILITY TORSION EFFECT SINUSOIDAL VERTICAL GUSTS SUBCRITICAL GALLOPING RECTANGULAR CYLINDERS TURBULENCE VELOCITY...

...RA FALCONER; REYNOLDS © Thomas Telford and ICE 1985 BIRMINGHAM UNIVERSITY CURRENTS RESIDUAL HARBOURS MATHEMATICS MODELS STUDIES PREDICTION TIDES TIDAL RANGE NARROW ENTRANCES STRESS REYNOLDS NUMBERS TURBULENT TURBULENCE CONVECTION ACCELERATION FLOODS VELOCITY JETS...

... FINITE DIFFERENCE EFFECT EARTH ROTATION BEDS FRICTION SURFACE WIND STRESS TURBULENCE EXCHANGE MIXING TIDES CONCENTRATION DEVIATION MEAN RESEARCH LATERAL EFFICIENCY INFILL GEOMETRY TIME VARIATIONS DIFFERENTIAL INITIAL CONDITIONS BRIDGES RECLAMATION EMBANKMENTS VELOCITY DEPTH...

... of the geometric scale of 1:300 has not been justified. As turbulence has not been simulated in the wind tunnel, it is probably the velocity profile parameters (i.e. gradient height, roughness lengthetc.) whichdetermine the scalingfactor. Is this correct? Also, the actualwind speedin the tunnelis not given...

... cylinder length longitudinal integral length scale of turbulence total vibrating mass mass parameter, n = ph2L/2m Reynolds number based on free-stream velocity and the cylinder frontal size Strouhal number reduced velocity, V / o , h vortex resonance speed, 1/2nS streamwise component of velocity...

... by the friction of moving bed load solids, partly by the turbulence associated with bedforms, partly by the gravitationalsettling of suspended load solids, and partly by the friction of the unimpeded flow. Unique correlations were subsequently derived for the work rates associated with the moving bed load...

...RV MILFORD; GM PINFOLD; E HJORTH HANSEN; E H HANSEN © Thomas Telford and ICE 1982 NCL NORWEGIAN INSTITUTE OF TECHNOLOGY APPRAISAL METHODS PREDICTION CROSS WIND CROSSWINDS RESPONSES CHIMNEYS CALCULATIONS DAMPING TURBULENCE CONCRETE WIND OSCILLATIONS SPEED REINFORCED...

... theoretically predicted values are compared with empirical results pertaining to the flow regime before transition of the boundary layer on the cylinder to turbulence. Introduction Submarine pipelines are typically circular cylinders resting on the sea bed. They belong tothe class of bluff bodies thatare known...

...JR WEST; TW BROYD; D PRANDLE DISPERSION COEFFICIENTS ESTUARIES MIXING DISTRIBUTION SALINE NUMERICAL SIMULATION EQUATIONS ONE DIMENSIONAL TURBULENCE SALINITY USK © Thomas Telford and ICE 1982 INSTITUTE OF OCEANOGRAPHIC SCIENCES Proc. Instn Ciu. Engrs, Part 2, 1982...

... JETS DEPTH WATER SEWAGE TURBULENCE DISPLACEMENT FORCES METHODS MEASUREMENT SPECIMENS VALUE DISCHARGES DIMENSIONLESS PARAMETERS DATA PIPES BLOCKAGES PUMPING INTRUSION FROUDE NUMBERS VERTICAL TUNNELS DYES CORRECTIONS FACTORS TECHNIQUES MODELS DESIGN CONCENTRATION EQUIPMENT...

...J ALLEN; REYNOLDS © Thomas Telford and ICE 1981 QUEEN MARY COLLEGE BOUNDARIES MOMENTUM SOLID LAMINAR EDDIES GOVERNING NEWTONIAN THEORY SHEAR RATIOS AREAS TURBULENCE MECHANISMS GROWTH NON NEWTONIAN PIPES STRESS FLUX FLOW QUANTITIES FLUIDS REYNOLDS NUMBERS...

...DA ERVINE; E MCKEOGH; EM ELSAWY © Thomas Telford and ICE 1980 GLASGOW UNIVERSITY EDINBURGH UNIVERSITY QUEENS UNIVERSITY BELFAST EFFECT RATE PLUNGING CIRCULAR RELATIVE DISTURBANCE PROPORTIONS HYDRODYNAMICS ROUGHNESS MECHANISMS TURBULENT STRUCTURE TURBULENCE AIR WATER...

... mean value. Vortex shedding is thephenomenon which mostpeopleassociate with the dynamic behaviour of tall cylindrical structures. Mr Shears explained that vortex shedding depended on turbulence, Reynolds number and motioonf the structure andcould be periodic or random or both.Periodicsheddingoccurred...

...BJB GAULD; DM SYKES; AH CUSICK; BRE © Thomas Telford and ICE 1978 BOLTON TECHNOLOGY INSTITUTE BUILDING RESEARCH ESTABLISHMENT BRE SENSITIVITY TURBULENCE TESTS WIND TUNNELS ATMOSPHERIC VELOCITY ARCHITECTURAL AIR ENVIRONMENTAL ENVIRONMENT STUDIES PROFILES MODELS FLOW...

... DISTANCE ERRORS CONDITIONS PROFILES TERMINAL FIELD METHODS MEASUREMENT EQUIPMENT MECHANISMS GAUGING CHARACTERISTICS TURBULENCE TEMPERATURE CHAMBERS TESTS CHAIN BRIDGE PONTYPRIDD TAFF USK WALES UK Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Sept., 569-588 8109...

...BJB GAULD; DM SYKES © Thomas Telford and ICE 1978 KINGSTON POLYTECHNIC CITY UNIVERSITY LONDON SENSITIVITY TURBULENCE MODELLING TESTS PRISMS ASPECT REATTACHMENT GRIDS LOW ARCHITECTURAL AIR INTENSITY WIND TUNNELS ISOLATED RATIOS BASES LATTICE MODELS FLOW SCALE...

...JFA SLEATH © Thomas Telford and ICE 1975 CAMBRIDGE UNIVERSITY TRANSITION BEDS MEASUREMENT ANEMOMETERS RANDOM CURVES ACTION NON EQUILIBRIUM AIR OSCILLATORY RIPPLED TURBULENT AMPLITUDE FREQUENCIES INSTABILITY CONDITIONS EXPERIMENTS HEIGHT SAND WATER FLOW VELOCITY...