Keywords: BUOYANCY
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (1): 113–129.
Published: 01 March 1991
...J H W LEE; V CHEUNG © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MIXING BUOYANCY JETS WEAK CURRENTS VERTICAL HEAT LABORATORIES EXPERIMENTS AMBIENT VELOCITY CONCENTRATION MEASUREMENT FLOW VISUALISATION BEHAVIOUR DISCHARGES DIMENSIONLESS DEPTH FLUX WIDTH...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 289–298.
Published: 01 June 1989
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 84 (3): 623–633.
Published: 01 June 1988
...JHW LEE; P NEVILLE JONES; P ACKERS; JJ SHARP © Thomas Telford and ICE 1988 SEA WATER ENGINEERING OUTFALLS DESIGN PREDICTION DILUTION SEWAGE EFFLUENT DISCHARGES BUOYANCY HONG KONG WAH FU HASTINGS HONG KONG UK Proc. fnstn Cio. Engrs, Part 1,1988,84, June,623-633...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 81 (2): 191–219.
Published: 01 June 1986
... to withstand external pressures invery deep water (1000m) with a design which makes full use of material strength without instability problems, without stiffening rings, with positive buoyancy, with a reduced sensitivity to lack of circularity and with smaller steel thicknesses to weld compared with ring...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (2): 475–482.
Published: 01 June 1979
...AK KAR STRUCTURAL STABILITY FORCES EFFECT RIGID PHYSICAL PRIMARY INEFFECTIVE DYNAMICS IDEALISATION SMALL IDEALISED OVERTURNING DEAD STABILISING RIGHTING STRUCTURES MODELS MATHEMATICS MODES DESTABILISING CONDITIONS THEORY DISPLACEMENT FLOTATION BUOYANCY WEIGHT PRACTICE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 935–940.
Published: 01 December 1978
...) Cm2 = Krnl/n or IF = Cm1/Cm=z n/p . . . . . . . (4) where IF is an improvement factor equal to the ratio of dilution with the premixing device to dilution without the mixing device. 11. Considernow a jet discharged with both buoyancy andmomentum. The dilution obtained between the nozzle...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 36 (3): 649–675.
Published: 01 March 1967
...T F D SEWELL; N H SEARLE; R THOMAS; G A CAIN; A F GEE; R P TORR; B R PIGGOTT; J MACKAY; W R THORPE; M J KENN; W R COX; P B LINDLEY; A G THOMAS; D J D REID; D PERFREMENT; J A WILLIAMS © Thomas Telford and ICE 1967 DESIGN FLAPS GATES DOCKS CONSTRUCTION CONTRACTORS CHAMBERS BUOYANCY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1966) 33 (2): 161–181.
Published: 01 February 1966
... and buoyancy tanks. Compressed air isemployed to force water from one of these tanks which causes thegate to rise. The lowering, or opening, operation is the reverse procedure whereby air is allowed to escape and permit the flooding of the tank. Tests were conducted on a hydraulic model to examine...

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