.... The physical characteristics of FBA vary somewhataccording tothe coal type, furnace firing and crushingprocedures. Material from any one particular power statisiounsually very consistent. 2. FBA is a lowdensity, evenly graded, vesicular aggregate. However, the particle size range is somewhat smaller than...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN Proc. Instn Civ. Engrs, Part 1,1991, W,June, 6 4 3 4 5 DEAEISRTCEIUNRSGSI9O5N43NW GROUP Bridges and culverts reduceidn size and cost by use of critical flow transitions N. H. Cottman* and G .R.McKay* C. van Beesten, Fellow The Authors have succeeded...

...-dimensional turbulent offset jets. Experiments were conducted to study the time development of scour. Three sediment sizes and several jet heights and flow rates were used. Results showed the dependence of the scour characteristics on Froude number, time and, especially, on the sediment size and the jet's...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

... the deflexion of the stiffener and the peak capacity of the stiffened plate. Variation in material yield stress is also considered. The results demonstrate theway in whichpanel capacity varies with stiffener size for a full range of geometries, and concludes that stiffener bending rigidity is the major design...

...AW IRWIN; TP MAY DESIGN WELDS DISTORTION FABRICATED BEAMS TESTS WELDED WELDING METHODS SIZE TEMPERATURE CONDITIONS PLATES THICKNESS ASSEMBLY PREDICTION EXPERIMENTS ANALYSIS PROCEDURE WEBS VALUE MINIMISATION FABRICATION Proc. Insin Ciu. Engrs, Part 2, 1989,87, Sept., 317...

...M ANSON; DE ASTON; T COOKE LANCASTER UNIVERSITY HONG KONG POLYTECHNIC WALES POLYTECHNIC BRITISH CONCRETE PUMPING ASSOCIATION GKN KELLER CONCRETE PUMPING STUDIES PUMPS SITES ORGANISATION COORDINATION EQUIPMENT SUPPLIERS HIRERS POURS SIZE MOBILE TARIFFS PENALTIES...

... SIZE MAINTENANCE PERFORMANCE FLOW CIRCULATION SHEAR INDUCTION ACTION RINGS BAFFLES CONDITIONS NON DIMENSIONAL SPECIFICATIONS INLETS URBAN AREAS EXPERIMENTS FACTORS OUTLETS SUBMERGED FREE RING CASTELLATED CONTROL REVERSE DEVICES DEAERATION MOVEMENT MATERIALS SEDIMENTS...

... to calculate limiting gradients 126 A L G O R I T H MT OC A L C U L A T EL I M I T I N G GRADIENTS - All pipe sizeswhich canpassthedesign flow,given the specified constraints, are calculated. - The minimum and maximum feasible (limiting) gradients for each size are determined. - The proportional flow depth...

... aggregatesis used as a measure of their hydraulic resistance to seepage in the non-Darcy regime. The relationship between the angularity and the size of particles for materials of different shapes is also investigated. On the basis of extensive experimental results of angularity number tests on various sizes...

... TABLES GRAINS SIZE TIME PREDICTION ACCURACY DESIGN CASES STATISTICS METHODS SUBGRADE COMPRESSIBILITY CALCULATIONS LAYERS THICKNESS SUBMERGENCE MEASUREMENT OVERBURDEN OEDOMETERS PLATES INFLUENCE DEPENDENT STRUCTURES GEOLOGY WATER TABLE Proc. Instn Ciu. Engrs, Part 1, 1985,78...

...RN SWAMY; AHMS ALHAMED; WINDSOR © Thomas Telford and ICE 1984 SHEFFIELD UNIVERSITY NATIONAL CENTRE FOR CONSTRUCTION LABORATORIES BAGHDAD EVALUATION TESTS ASSESSMENT PROBES WINDSOR PROBE IN SITU CONCRETE STRENGTH STUDIES SLABS WEIGHT NORMAL LIGHTWEIGHT AGGREGATES SIZE...

... CAPACITY HOLES ELASTIC MEMBRANES TENSION REINFORCEMENT FLANGES CARRYING FORMULAE FINITE ELEMENTS STRESS YIELD PLASTIC MOMENTS PREDICTION MODELS SIZE EXPERIMENTS DESIGN SLENDERNESS Proc. Instn Cit..Engrs, Part 2,1984,71,June, 107-137 PAPER 8722 An equilibrium method foarssessing...

... CONFIGURATION COMPRESSION FAILURES PULLING FORCES CALIBRATION DATA PROJECTS CYLINDERS CUBES AGGREGATES SIZE VARIATIONS STANDARD DENMARK SWEDEN NORWAY SCANDINAVIA NETHERLANDS HOLL Proc. Instn Civ. Engrs, Part 1, 1984,16, May, 539-549 TECHNICAL NOTE 382 LOK-test and CAPO-test...

... enthusiastic about buying aircraft bigger than the Boeing 747 in the immediate future; somecompanies were looking down notup the scale of increased size. The financial risks to a manufacturer of producing a new aircraft, particularly * British Airports Authority. 334 L A R G E RA I R C R A F TA TE X I S T I N...

... has the merit of being conservative, it is not wholly satisfactory for design purposes. 36. Turning to the Appendix, itis understood that uniformly sized ports at equal spacing are intended. The design objective is presumably to achieve equal surface dilution throughout the diffuser length: since...

...)* An equilibriumsolutionforpredictingtheultimatecapacity of plategirdershavingrec- tangular cut-outs is presented and is based on the post-buckled strength of webs in shear. Ultimate strength tests on thin-walled webs containing a rectangular cut-out are also presented. The parameters varied included the plate-aspect ratio, web slenderness and the size...

...I W DAND; B P HASKINS NATIONAL MARITIME INSTITUTION BRITISH WATERWAYS BOARD SHIPS BOTTLENECKS BEHAVIOUR CHANNELS SIZE CONFIGURATION INTERACTION BANKS SQUAT MASS BERTHING MANOEUVRING WATERWAYS DESIGN DEPTH DRAUGHT RATIOS PORTS VESSELS BIFURCATION CANALS CURRENTS...