... improvements to thedesign. The modelling resultedin a redesignof the transition from circular drop shaft to squarede-aeration chamber, and the transition was submerged to minimize separation. A guide vane was inserted in the elbow to reduce air entrainment. The de-aeration chamber selected was 6.5 m wide...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY TRANSVERSE VERTICAL LINEAR...

...N RAJARATNAM; L FLINT PETERSEN; REYNOLDS Proc. lnstn Ciu. Engrs, Part 2,1989,87, June, 299-305 TECHNNOITCEAL 523 WATER ENGINGEERROIUNPG Low Reynolds number circular turbulentjets N. RAJARATNAM, BE, MSc,PhD* L. FLINT-PETERSEN, BSc, MEngt This Technical Note presents the results of an experimental...

...TOS ODUYEMI; LA CLARK; J SPRINGFIELD CARRUTHERS & WALLACE TORONTO PREDICTION CRACKS WIDTH CIRCULAR VOIDS CONCRETE SLABS LONGITUDINAL BENDING EQUATIONS SOLIDS DEFLECTION SCHOOLS BUILDINGS PRECAST FLEXURAL TENSILE CRACKING HUMIDITY STIFFNESS SOFFITS STRAIN FORMULAE...

... ROCKS GEOLOGY EXCAVATIONS REINFORCEMENT PILING CONCRETE REINFORCED METHODS UNDERWATER CONNECTIONS INTEGRITY WEDGES JOINTS MIX PLANT TENDERS SUMPS AREAS CIRCULAR PILES TUNNELS SUBSTRUCTURES ANCHORS SHUTTERS COFFERDAMS DIVERS INSPECTION LININGS FRICTION SAFETY FAILURES...

...HM HAYDL; MJ BLACKLER; JGM WOOD © Thomas Telford and ICE 1988 ECCENTRIC SILOS DISCHARGES DESIGN PRACTICE DATA CIRCULAR BENDING TECHNIQUES PRESSURE METHODS ANALYSIS Proc. Instn Civ.Engrs, Part 2,1988,85, June, 371-372 DISCUSSION ON TN 490 STRUCTURENAGLINEERGINRGOUP Eccentric...

...JA HEMSLEY; GE BRATCHELL; WINKLER © Thomas Telford and ICE 1988 Proc. Instn Civ.Engrs, Part 2, 1988,SS,Mar., 195196 DISCUSSION ON PAP9E0RS8T3RUCTURAENLGINEERINGGROUP Elastic solutionsfor axisymetrically loaded circular raft with freeor clamped edges founded on Winkler springsor a half...

...JA HEMSLEY; GD GALLETLY; WINKLER Proc. Instn Ciu.Engrs, Part 2, 1988,85, Mar., 193-194 DISCUSSION ON PAPER 9111 STRUCTURAELNGINEERINGGROUP Influence of wall superstructure on the foundation interactionanalysis of a circular raft J. A. Hemsley Professor G.D. Galletly, The University ofLiverpool...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

...N COOKE © Thomas Telford and ICE 1987 CANTERBURY UNIVERSITY CHRISTCHURCH, NEW ZEALAND INSTABILITY MASONRY ARCHES ANALYSIS METHODS LOADS RIBS DEFORMATION GEOMETRY BRIDGES DEFLECTION COLLAPSE MAGNITUDE CIRCULAR FILL VOUSSOIRS RIVERS TESTON KENT RIVER MEDWAY...

...HM HAYDL © Thomas Telford and ICE 1987 HMH RESEARCH & ENGINEERING COMPANY, KITC HENER, ONTARIO. ECCENTRIC DISCHARGES SILOS CIRCULAR CALCULATIONS BENDING MOMENTS METHODS WALLS PRESSURE ESTIMATING Proc. Instn Ciu. Engrs, Part 2,1987,83, June, 475480 TECHNNICOATLE 490...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON RAFTS ELASTIC LOADS CIRCULAR EDGES CLAMPED FREE WINKLER SPRINGS PRESSURE SPRINGS SPACES CONTACT VERTICAL DESIGN BEHAVIOUR BOUNDARIES BENDING MOMENTS GROUND MODELS FLEXURE CYLINDRICAL...

...JA HEMSLEY; WINKLER Proc. lnstn Civ. Engrs, Part 2,1987,83, Mar., 115142 PAPER 9111 STRUCTURAL ENGGRIONUEEPRING Influence of wall superstructure on the foundation interactionanalysis of a circular raft J. A. HEMSLEY, MEng, PhD, DIC,MICE, MIStructE* A concise analytical procedure is described...

... OPEN CONDUITS TRAPEZOIDAL CIRCULAR ERRORS DESIGN METHODS TRANSFORMS NON DIMENSIONAL VARIABLES Proc. Instn Cio. Engrs, Part 2,1986,81, Sept., 315333 PAPER 8955 WATERGERNOGUIPNEERING Direct solutions for normal depth using the Manning equation D. I. H. BARR, BSc, PhD, DSc, FEE...

... the circular tube's first function is to enclose the conveyor, the size of itscross-section is determined by belwt idthw, alkways and mechanical equipment clearances. The longitudinal geometry of the tubeis determined by the conveyor alignment, and vertical curves are accommodated by providing mitred tube...

...A HASSAN; M NASSAR; CHEBYSHEV; C LANCZOS Proc. Instn Civ. Engrs, Part 2, 1985,79, Dec., 129-135 TECHNNICOATLE 447 STRUCTUENRAGLINEERING GROUP Circular plate on a non-linear elastic foundation A. HASSAN* M. NASSAR, PhD* In the present workon thebending of a circular plate on a non-linear elastic...

...GT LIM; GJ TURVEY; R HAYTHORNTHWAITE © Thomas Telford and ICE 1985 RESPONSES LOADS CIRCULAR STEEL PLATES CLAMPED CIRCULAR THEORY EXPERIMENTS UNIFORM FULL RANGE RIGID PLASTIC MEMBRANES DEFLECTION PREDICTION BENDING Proc. lnstn Ciu. Engrs, Part 2,1985,79, Mar.2, 11-213...

...JA CHANDLER; J PERAINO; PW ROWE © Thomas Telford and ICE 1984 RENDEL PALMER AND TRITTON RAYMOND TECHNICAL SERVICES MANCHESTER UNIVERSITY RIVERS CROSSINGS FOUNDATIONS CONSTRUCTION METHODS SINKING CAISSONS LAND WATER CIRCULAR COFFERDAMS SHEAR STRENGTH SAND STANDARD...

...GT LIM; GJ TURVEY © Thomas Telford and ICE 1984 KINGS COLLEGE UNIVERSITY OF LONDON LANCASTER UNIVERSITY FULL RANGE RESPONSES LOADS UNIFORM CLAMPED CIRCULAR STEEL PLATES THEORY EXPERIMENTS ANALYSIS MODELLING BEHAVIOUR PRESSURE DESIGN INSTRUMENTATION TESTS RIGS PILOT...