... diffusioncoefficient horizontal lengthscale bed-generated turbulencescaling parameter dispersiomdiffusion scaling parameter time tidal period spatially mean entrancveelocity shear velocity depth meanvelocity componentsin X, y directions depth mean fluid speed entrance width horizontal coordinate directions vertical...

...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

...J H W LEE; V CHEUNG Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 113-129 PAPER 9679 WATER BOARD Mixing of buoyancy-dominatedjets in a weak current J. H. W. LEE, BSc(Eng), MSc,PhD* V. CHEUNG, BSdEng)? The mixing characteristics of a vertical heated jet in a crossflow have been studied...

...R CLARE; I D MAYS © Thomas Telford and ICE 1990 DEVELOPMENT WIND MACHINERY ENERGY NOISE VERTICAL TURBINES OFFSHORE TOWERS AXIS VAWT TECHNOLOGY BLADES hoc. Instn Ciu. Engrs, Part 1, 1990,88, Aug., 705-714 NGGDERINIOSEUCREPUGRSIYSN9I4OG4N3E Development of vertical axis wind...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...N RAJARATNAM; RL POWLEY © Thomas Telford and ICE 1990 ALBERTA UNIVERSITY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM...

...PA CRAY; PB SIMPSON; J TATTERSFIELD © Thomas Telford and ICE 1990 WLPU CONSULTANTS SIR ROBERT MCALPINE TAYLOR WOODROW WIND TURBINES STRUCTURES FOUNDATIONS VERTICAL AXIS ENERGY TOWERS Proc. lnstn Civ. Engrs, Part 1, 1990,88,June, 495496 INFORMAL DISCEUNSESRIGOYN...

...RT MURRAY; DM FARRAR; TRRL © Thomas Telford and ICE 1990 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL M25 WALLS LATERAL FILL GROUND TIES FOUNDATIONS TENSION INSTRUMENTATION STRAIN REINFORCED MOTORWAYS VERTICAL SETTLEMENT CONDITIONS RODS INFLUENCE UNITS MOVEMENT...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

...R CLARE; ID MAYS; DARRIEUS © Thomas Telford and ICE 1989 VERTICAL AXIS WIND TURBINES LTD DEPARTMENT OF ENERGY SIR ROBERT MCALPINE DEVELOPMENT WIND BLADES FARMS FINANCE SUPPLY SYSTEMS ENVIRONMENT VERTICAL TURBINES STRAIGHT MULTI MEGAWATT OPERATION RESEARCH TESTS...

...NK SUBEDI © Thomas Telford and ICE 1989 DUNDEE UNIVERSITY REINFORCED CONCRETE BEAMS PLATES REINFORCEMENT SHEAR VERTICAL STIRRUPS STRESS COUPLING WALLS STRUCTURES STUDIES COMPOSITE REINFORCING BARS BENDING MOMENTS STRUCTURAL BEHAVIOUR CONSTRUCTION THEORY METHODS...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN © Thomas Telford and ICE 1989 CITY UNIVERSITY LONDON WAVES DESIGN EXPERIMENTS MEASUREMENT VELOCITY ACCELERATION THEORY MODELS STREAMS FUNCTIONS FLOW MODELLING HEIGHT REGULAR CREST VERTICAL TIME DEPENDENT...

... TRANSVERSE VERTICAL LINEAR RATE HALF WIDTH RICHARDSON NUMBERS THICKNESS NOZZLES Proc. Instn Civ.Engrs, Part 2,1989,87, June, 289-298 TECNHONTICEAL 514 WATER ENGINGEREROIUNPG Circular turbulent denser wajlelts N. RAJARATNAM, BE, MSc,PhD* S. SOLANKI, BSc? This Technical Note presents the results...

... FREEDOM BENDING THREE DIMENSIONAL NATURAL FREQUENCIES MODAL SHAPE MEASUREMENT TRANSIENT VIBRATIONS WIND TRAFFIC ACCELERATION VERTICAL VECTORS DYNAMICS DISPLACEMENT PSEUDO STATIC HUMBER BRIDGE CABLES SIDESPANS FLEXIBILITY ROTATIONAL HUMBER BOSPORUS UK TURKEY Proc...

...A A DUMANOGLU; R T SEVERN; D C C DAVIS © Thomas Telford and ICE 1988 SEISMIC RESPONSES BRIDGES SUSPENSION MODERN ASYNCHRONOUS GROUND VERTICAL MOTION DESIGN EARTHQUAKES EFFECT BENDING MOMENTS TOWERS STRUCTURES Proc. fnstn Ciu.Engrs, Part 2,1988,85, Dec., 731-732...

... applied bending moment per unit length positive integers (including n = 0) order relation vertical contact pressure vertical line load per unit length uniform vertical pressure generalized applied loading IZI real part of complex variable characteristic width of plate Written discussion closes 15 February...

... VELOCITY ACCELERATION LASERS DOPPLER PREDICTION STREAMS THEORY FUNCTIONS CREST LOADS FORCES CALCULATIONS CHANGE STRUCTURAL HORIZONTAL ANEMOMETRY VERTICAL GRIDS TECHNIQUES SPILLING ANALYSIS DRAG NORTH SEA Proc. Insm Ciu.Engrs, Part 2,1988,85, Sept., 41S433 PAPER 9241 MARITIME...

...JA HEMSLEY © Thomas Telford and ICE 1988 OVE ARUP LONDON STRIP FOUNDATIONS FINITE STRIP LOADING LOADS VERTICAL SYMMETRICAL STRAIN FLEXURE THEORY EQUATIONS Proc. Insm Ciu. Engrs, Part 2,1988,85, June,291-303 ICNTEU9ER3R2AI0NLGPAPERGU Symmetric plane strain flexuroef...

... loading cases may be dealt witbhy hand calculation, but realistic, and therefore complex, ones demand the aoidf some form of computer. Arch loading 3. Manytheoristsand engineers haveassumed thatthearchcarriesonly vertical loads. When it became clear that old arches could not stand if unconstrained...

... COST EFFECTIVE EFFECTIVE FARMS TESTS ENERGY RATES COSTS GOVERNMENT TAXATION VERTICAL CONTROL TOWERS STEEL CONCRETE BLADES ECONOMICS QUALITY PUBLIC SECTOR FINANCE USA UK Proc. Instn Ciu.Engrs, Part 1,1987,82, Oct., 1013-1027 90E1N6GGDERINIOSEUCREUPGRSIYSNIOGN The design...