...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...

... 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...

... & The distributions of velocity potential over the water column for deriving both the mild-slope equation and the Boussinesq equations have been uni®ed. New equations of the Boussinesq type are derived by using the variational principle. The derived non-linear equations approach the Boussinesq equations in shallow...

... 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...

...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...

... on analysis of experimental data on flow resistance in values of full-bore velocity in the design pipes with deposited beds [31]. The analysis charts. This does of course depend upon the was guided by the wish to achieve some values selected for the sediment size and commonality with the sediment transport...

...M F LAMBERT; R H J SELLIN; M J MARRIOTT © Thomas Telford and ICE 1997 HERTFORDSHIRE UNIVERSITY RIVERS CHANNELS MEANDERING COMPOUND VELOCITY DISTRIBUTION MODELS LARGE SCALE DOUBLY FLOOD PLAINS GRAVEL GEOMETRY CHANGE EVALUATION OF RESPONSE OF DISCUSSION 11 Velocity...

.... are absorbed on to clay and silt particles. 11. Detailed velocity-distributions in the 4. Fluid mud is a dense suspension contain- fluid mud layer were predicted using an ing a concentration of mud flocs which is high approach adopted by Ippen and Harleman7 for M. Crapper, enough to change significantly...

.... These modes are method. The maximum measured broadband responses were typically of the order of 20 to 30% of the predicted maximum response at the critical velocity. Tentative reasons for this variation in response are offered. (a) narrow-band response; the vortex-shedding frequency is locked...

... 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...

...D J BALL; P K STANSBY; N ALLISON; STROUHAL © Thomas Telford and ICE 1996 MANCHESTER UNIVERSITY PILES WATER SHALLOW FLOW MODELLING GROUPS MODELS VELOCITY PARTICLES TRACKING VELOCIMETRY WAKE OSCILLATIONS COMPUTERS RIVERS STROUHAL NUMBERS MARINE ENVIRONMENT FIELDS...

... for the drawdown of the bottom relative to the horizontalh, a s curve inchutes ispresented. The predic- local pressure head,X a s the streamwise coordi- tion is compared with selected model nate and V a s velocity (Fig. l),the Bernoulli observations. Explicit relations for local equation is flow depth and Froude...

...A CALVER; TATE © Thomas Telford and ICE 1996 INSTITUTE OF HYDROLOGY RAINFALL RUNOFF MODELS EXPERIENCE DEVELOPMENT RESPONSES FUNCTIONS TECHNIQUES METHODS CATCHMENTS VELOCITY HYDROLOGY AREAS DISTANCE PERFORMANCE FLOW SERIES DURATION FLOODS FREQUENCY ESTIMATION...

... 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...

...D BUTLER; R W P MAY; J C ACKERS © Thomas Telford and ICE 1996 IMPERIAL COLLEGE HR WALLINGFORD HYDRAULICS RESEARCH BINNIE BLACK & VEATCH SEWERS TRANSPORT SEDIMENTS DESIGN PRACTICE RESEARCH BEDS HYDRAULICS FLOW EROSION COHESIVE SUSPENSION BEDLOADS CIRCULAR VELOCITY...

...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...

...D A ERVINE; H K JASEM GLASGOW UNIVERSITY CARDONALD COLLEGE GLASGOW © Thomas Telford and ICE 1995 FLOW CHANNELS COMPOUND OBSERVATIONS SKEWED EXPERIMENTS BEHAVIOUR CROSSFLOW STUDIES FLOODS FLOOD PLAINS CELLS VELOCITY ENERGY LOSS STAGES DISCHARGES ESTIMATES BEDS...

... COEFFICIENTS INTENSITY VELOCITY WATER DEPTH DOWNSTREAM SCOUR PREVENTION CURRENTS PARTICLES MOVEMENT INITIATION REVETMENTS RIGS MATERIALS FLUMES UNDERLAYERS GRANULAR ARMOUR LAYERS HYDRAULIC STRUCTURES PROFILES HYDRAULICS © Thomas Telford and ICE 1995 Stability of riprap...