...W H HAGER EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS PLOTS © Thomas Telford and ICE 1991...

... during a springebb tide. From the measured data in the deceleratingphase of thecurrenthorizontal isotherms, temperature profiles in the vertical and lateral directions, lateral and vertical spreads, and the plume dilution were determined. The plume dilution and its spreads were presented by non...

... from the bed shape at the channel centre-line. Hence, a methodwas required to measure the centre-line scour profile directly. One method involved taking photographs of a series of gauges, located along thecentre-line of the channel. 13. Two types of gauge were tried: one type was made of aluminium...

...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...

... CONCENTRATION CONTENT SILICA SAMPLING SCANNING INVESTIGATIONS CEMENT ASH TESTS PROPERTIES STRENGTH PERMEABILITY PROFILES INGRESS REACTIONS ELECTRONS MICROSCOPY Proc. Instn Ciu.Engrs, Part 1,1989,86, Dec., 11 11-1128 9504 STRUCTGURROAULPENGINEERING An investigationof conventional ordinary...

...)(Hons), PEng.,MIES, MICE, MIStructE* The development of the system concepts is described. The principles involved in the layout of the stations aredetailed and examples of the various types that evolved are given. The design for fire and emergency is highlighted. The longitudinal profile is described...

...C J BURGOYNE; A MCCLOW; PREPAK Proc. Instn Ciu. Engrs, Part 2,1989,87, June, 311-312 DISCUSSION ON PAPE93RS2T8RUCTURAENLGINEERINGGROUP Automated determinationof concordant profiles C. J. Burgoyne Mr A. McC. LOW,Ove Arup & Partners This Paper tackles one of the challenges of our time: to find...

... ANCHORS DESIGN FIELD INVESTIGATIONS ANALYSIS STRUCTURES QUALITY HIGH CONCRETE CLADDING SUPPORTS ECONOMICS STEEL PIPES SHELLS DREDGING CONTROL PROFILES BENDING LIMITING STRESS RADIUS MANUFACTURE CONCRETING ASSEMBLY STRINGS LAND SUBMERGED CONTROL WEIGHT BACKFILLING SURVEYS...

... in which sample concrete cubes were stored. Contemporary in situ concrete strength was determined, and examples are presented of temperature profiles at various locations in the shell structure. Calculation of maturity values following standard maturity laws are given, but it is suggested that during...

...CJ BURGOYNE © Thomas Telford and ICE 1988 IMPERIAL COLLEGE DESIGN PROCESS CABLES METHODS BENDING LOADING LOADS MOMENTS CONCORDANT PROFILES CONCRETE BEAMS STIFFNESS PRESTRESSED ENGINEERS STRENGTH SHEAR SUPPORTS THRUST COMPUTERS PROGRAMS EXTENSIONS GENERATION...

...GD MATTHEW; REYNOLDS © Thomas Telford and ICE 1986 ABERDEEN UNIVERSITY VELOCITY FRICTION FACTORS TURBULENT FLOW PIPES SMOOTH MIXING LENGTH FLUIDS WALLS REYNOLDS NUMBERS NUMBERS EQUATIONS PROFILES Proc. Instn Ciu.Engrs, Part 2,1986,81,June, 277-290 PAPER 9028...

...,. In the first method,thelength of the transition zone hasbeen assumed to be zero. Thus, the poinotf intersection of the two decay relationships (Fig.6) was selected to represent the positionof X,. In the second method, the downstream location, beyondwhich the velocity profile in the z direction near the bed did...

... MAINLAND ISLANDS SUPERSTRUCTURES FABRICATION ERECTION CONTROL LOADS CABLES STAYS PROFILES CLOSURES PROTECTIVE TREATMENT DECKS SURFACING FURNITURE TENSION JINDO DOLSAN KOREA ASIA Proc. lnstn Ciu. Engrs, Part 1, 1985,78,Dec., 1301-1324 8995 STRUCTGURROAULPENGINEERING Jindo...

... ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES ACCURACY HLUHLUWE NATAL...

... INVESTIGATIONS HYDRAULIC ACCESS LININGS VERTICAL HORIZONTAL VORTEX VORTICES PROFILES ASSESSMENT CORROSION POTENTIAL PROTECTION TESTS MODELS FLOW TRANSFER GEOLOGY SITE INVESTIGATION SOILS SOIL PROPERTIES ROCKS ALIGNMENT SYSTEMS DRAINAGE SEWERS SANITATION SEWERAGE SEWAGE WATER TABLE...

.... This reduced the haul distance for zone 1 material by about 13 km. Dike profiles 17. Theoriginalspecification envisaged threealternativedesigns of diketo cope with the variable foundation conditions: (a) inareas wheredikes were to be formedonsurfacemud of thickness greater than 1.5 m, no excavation orcut-off...

... DIMENSIONAL SITES WELDING PYLONS CABLES STAYS RESTRAINT LONGITUDINAL CLOSURES LABOUR ACCURACY PROFILES DECKS SURFACING FURNITURE PILES CABLE STAYED KESSOCK BEAULY FIRTH SCOTLAND UK Proc. Instn Civ. Engrs, Part 1,1984,76, Feb., 51-66 PAPER 8744 Kessock Bridge : construction J...

... flow around idealized model buildings at varied staggered spacing. In the wind tunnel, a grid of horizontal circular bars produced a velocity profile simulating a typical city centre natural wind. Ground wind patterns were successfully recorded using a paint of Dayglow pigment suspendedinwhitespirit...

...-dimensional wall jets. The elementary solution for the mean dynamic pressure profile of the jet can be superimposed for multiple outlets, arranged in a line near the wall, and the velocity fieldcan thereby be predicted. Experimental observations are in agreement with the predicted values. Introduction...

... INSTRUMENTATION MEASUREMENT BEARING PRESSURE WATER SETTLEMENT BASES LEVELS ESTIMATES SITES DISSIPATION DEFORMATION PARAMETERS DIFFERENTIAL BOREHOLES SOILS PROFILES ANALYSIS EFFECT LIVE DISTRIBUTION CALCULATIONS PERMEABILITY WEATHERED CELLS MASS CONSOLIDATION LYMM CHESHIRE UK...