... 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...

... 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...

... to vibrations which are out of phaseÐ with consequent increase in damping. The second source of damping may be due to changes in the state of axial stress in the member concerned. For the East Brae ¯are boom, changes in axial stress are likely due to the overall de¯ection and vibration of the ¯are boom under...

...S Q YANG; S Y LIM © Thomas Telford and ICE 1998 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE SHEAR STRESS DISTRIBUTION BOUNDARIES SMOOTH RECTANGULAR OPEN CHANNELS FLOW METHODS ANALYTICAL FLUIDS THREE DIMENSIONAL PERIMETER WETTED STEADY UNIFORM ASPECT RATIOS MODELS...

...A MA; J V SHARP; HSE © Thomas Telford and ICE 1997 SLP ENGINEERING HEALTH & SAFETY EXECUTIVE HSE STRUCTURES OFFSHORE NODES STEEL CAST FATIGUE DESIGN DATA RESEARCH CASTINGS SENSITIVE ZONES SEA PLATFORMS PERFORMANCE METAL ASSESSMENT TUBULAR JOINTS STRESS...

... MEDIA NUMERICAL THREE DIMENSIONAL SEEPAGE SOLID MECHANICS FINITE ELEMENTS BOUNDARY ELEMENTS METHODS PROJECTS WATER HEADRACE TAILRACE LININGS INSTRUMENTS INSTRUMENTATION RESPONSES STRAIN GAUGES MODELS MODELLING HYDROPOWER CONCRETE CRACKS HYDROELECTRICITY STRESS REINFORCEMENT...

... SELF CLEANSING SHEAR STRESS MINIMUM FLOW FREQUENCY MOBILITY CHARACTERISTICS REGIMES PERFORMANCE DEPOSITION BUTLER ETAL. 114 justification. However, it is possible that the 9. Minimum shear stress criteria are used in criterion originated by analogy with the thresh- some European countries...

...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...

...A J COOPER; N D ALLAN © Thomas Telford and ICE 1995 HR WALLINGFORD HYDRAULICS RESEARCH BERMUDA MINISTRY OF WORKS & ENGINEERING WIND STORMS SURGES HURRICANES INDUCED SIMULATION STRESS SEA WAVES MODELS NUMERICAL MODELLING FLOW TWO DIMENSIONAL CALIBRATION TESTS...

... hidingfunction formulations for use with van Rijn's sediment transportformula. In the first, the non-uniform critical shear stresfsor each size fraction is calculated using the Shields critical shear stresosf the mean particle for that size fraction. In the second, the non-uniform critical shear stress for each...

... dissipation Wriftendiscussion closes 15 February I995 region data well; in the outer region, the Karman's universal constant law of the wake (withU = 0 0 9 ) is microscale of turbulence observed; (ii) the distributionsof the turbulence intensity and the Reynolds stress (Figs 4 and 5) show a diminishing...

...G P MARTIN; A C ARNOLD; G S LITTLEJOHN; R FREER; J D METTAM; R T DAY; M J MILLER; C IRWIN CHILDS; C I CHILDS; A G STACEY; D NICHOLSON; P M BLAIR FISH; P M B FISH; G P MEANLEY; M G PORTER; J MANNING Failure of dry dock flooirn Scaramanga, Greece, resulting from stress corrosion damage to anchor...

...G P MARTIN; A C ARNOLD Failure of drydock floor in Scaramanga, Greece, resulting from stress corrosion damage to anchor pile EPIrnnogcsrt.sn Wat.C.Miva. rit. 63 Energy, 1992, 96, Dec., 211-225 Paper9990 tendons G. P.M a r t i n , BSc, FZCE, FZStructE, and A . c. A m o l d , BSc, ACGZ, MZCE...