... sewage was dumped into HiloBay near thebeach until a new outfall was installed in 1964, this time on the outsideof the Hilo harbour breakwater. Vortex-shedding 24. When a pipe is separatedfromthebottom, a moreregular system of alternating vortices can be shed from the pipe by passing currents than when...

... near the bed shedding discrete inviscid vortices. Alternatives with respect to the angular position of the separation point have been adopted in the numerical scheme. Forces induced by steady currents have been determined for the cylinders at various distances of separation from the plane boundary.The...

... SHEDDING Proc. Instn Ciu. Engrs, Part2,1980, 69, Dec., 1057-1058 8288 DISCUSSION Inertia o f a general cylinder in an arbitrary flow configuration P. K. STANSBY Dr M. de S t Q. Isaacson, University of British Columbiaan,d Dr P. K. Stansby (Author)nowat University of Manchester One conclusion...

..., MSc, FlStructE The behaviour ofwind-sensitive structures (i.e., structures in whichwindis the predominant loading) is governed not only by quasi-static forces causedby along- wind pressuresbutalso by dynamicforcesarisingfromturbulence,discrete gust impactor vortex shedding. These dynamic forces depend...

... SHAPE VALUE PERIODS LIGHTWEIGHT CYLINDERS AMPLITUDE PARAMETRIC FINS WAKE MARINE STEEL CYLINDRICAL FLOW EXCITED SHEDDING FORMS STABILITY FLEXIBLE PEAK REYNOLDS NUMBERS CONTROL BOUNDARIES TWIN PROBLEMS STRUCTURES CANTILEVER Proc. Instn Civ. Engrs, Part 2, 1979, 67, Mar., 13-30...

...PK STANSBY; KEULEGAN; STROUHAL; CARPENTER; REYNOLDS © Thomas Telford and ICE 1977 SALFORD UNIVERSITY MODELS VORTICES CYLINDERS FLOW APPROXIMATION MOVEMENT INCIDENT MEAN EXPERIMENTS NUMBERS FREE INVISCID SHEDDING STEADY POTENTIAL SHEAR MOTION POSITIONS DRAG STROUHAL...

...LR WOOTON; REYNOLDS © Thomas Telford and ICE 1969 NATIONAL PHYSICAL LABOORATORY OSCILLATIONS STACKS RESPONSES AERODYNAMICS AIR SMOOTH SUPERCRITICAL AMPLITUDE VELOCITY VORTEX CYLINDERS LARGE WIND MODELS FORCES TUNNELS REYNOLDS NUMBERS POLISHED ROUGHENED SHEDDING...

... fallintothisclass.Thetestsclearlydemonstratethatevenunderbiaxialbending restrained columns havea remarkable capacity to sustaihnigh axial loadsby shedding end moments. It is deduced that the significant parameters influencing this capacity are the elastic critical load of one flange and the magnitude of the joint rotation at which the column could shzd end moments...

... COMMUNICATIONS TELEPHONES TELECOMMUNICATIONS DESIGN FOUNDATIONS VORTEX SHEDDING RADIO WIND AERODYNAMICS STABILITY LOADS FORCES VELOCITY GUSTS SHAFTS DAMPING CANTILEVER OSCILLATIONS SPEED BRIDGES POST OFFICE MUSEUM RADIO TOWER LONDON UK Discussion on Paper No. 6822* Museum...

... SHEDDING VORTICES INSTABILITY GALLOPING VIBRATIONS LOADS STRUCTURAL LOADING BRIDGES CHIMNEYS TALL BUILDINGS DAMPING STACKS MODELS Discussion on Paper No. 6758' Wind-excited oscillations of structures by C. Scruton, B.Sc., A.F.I.A.A. and A. R. Flint, B.Sc., PhD., A.M.I.C.E. Mr G. Roberts...