... diffusioncoefficient horizontal lengthscale bed-generated turbulencescaling parameter dispersiomdiffusion scaling parameter time tidal period spatially mean entrancveelocity shear velocity depth meanvelocity componentsin X, y directions depth mean fluid speed entrance width horizontal coordinate directions vertical...

... of a mathematical model to predict the tide induced circulation within a narrow entranced harbour, which experiences exceptipnally large spring tidal ranges. In the model, particular attention has been paid to the mathematical treatment of the convective accelerations and the inclusion of the turbulent Reynolds...

...JX JIANG; RA FALCONER © Thomas Telford and ICE 1983 TONGJI UNIVERSITY SHANGHAI BIRMINGHAM UNIVERSITY TIDAL EXCHANGE CHARACTERISTICS MODELS RECTANGULAR HARBOURS LABORATORIES STUDIES PLAN FORM GEOMETRY QUALITY WATER ENTRANCES WIDTH RANGE ASYMMETRIC CONFIGURATION FLOW...

... ESTIMATING TRAFFIC INTERCHANGES HANDLING STAFF MECHANICAL FINISHES TUNNELS CONTRACTORS ORGANISATION MODIFIED PLANNING DEVELOPMENT FORMS VERIFICATION FORECASTS PASSENGERS ENTRANCES FACILITIES EQUIPMENT STRUCTURES VIADUCTS PROJECTS CONSTRUCTION HONG KONG HONG KONG ASIA...

...JM TOWNSON; ME DAVIES; P MATSOUKIS NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE DIFFERENCE NODES DISPLACEMENT NODAL ACTION BOUNDARIES ENTRANCES...

... if theremightalsobefissuresunderthe breakwater. 34. I also wonder what consideration was given in the preliminary studies to locating the entrance to the extreme east end of the harbour. There would be problems in devising an entrance to permitaclearruninfortheboats while preventing too muchwave energy entering the harbour...

... IMPOUNDING LEVELS DOCKS CONSTRUCTION MITRE PORTS QUAYS MANAGEMENT SYSTEMS DIAPHRAGM ENTRANCES GATES SAFETY PINTLES COSTS TIDES BRISTOL PORTBURY ROYAL PORTBURY UK Proc. Instn Ciu. Engrs, Part 1, 1978, 64,Nov., 605-611 8081 DISCUSSION The Royal Portbury Dock, Bristol F. IRWIN...

...JH POTTER; WHR LAWRENCE; WF WESTBURY © Thomas Telford and ICE 1977 SHIPS CONFINED DESIGN BEHAVIOUR CHANNELS ENTRANCES PORTS TANKERS ENGINEERS Proc. Instn Ciu. Engrs, Part I, 1977, 62, Feb., 171-173 INFORMAL DISCUSSION Ship behaviour in confined waters introduced by J. H. Potter...

... SHOPS ENTRANCES ROUNDHEADS COSTS OFFSHORE METHODS STEEL CONSTRUCTION REINFORCED FACILITIES MILLS FURNACES SITE INVESTIGATION WORKS SILLS NIGG BAY SCOTLAND CROMARTY FIRTH UK Proc. Znstn Civ. Engrs, Part 1, 1975, 58, Aug., 361-376 781 5 Graving dock at Nigg Bay for offshore...

...M AGAR; F IRWIN CHILDS; FI CHILDS © Thomas Telford and ICE 1973 DOCKS INFRASTRUCTURE WALLS LIFTS SECTORS LEAF LEAVES PROFILES EXCAVATIONS IMPOUNDING PLANNING PROJECTS DEEP BERTHING ENTRANCES GATES DEVELOPMENT SEA FILLING SYSTEMS DESIGN QUAYS HEAVY PASSAGES SINGLE...

...PG COLE; JP MCBEATH; EGW POVEY © Thomas Telford and ICE 1973 JOHN HOWARD AND CO RENDEL PALMER AND TRITTON NORWEST CONSTRUCTION DOCKS WORKS QUAYS BASINS PROBLEMS MATERIALS DIAPHRAGM SUPERSTRUCTURES CONSTRUCTION SEA ENTRANCES STONE DEMOLITION CONCRETE BENTONITE...

... ENTRANCES TUBE A MANCHETTE GROUTS SCARAMANGA GREECE 7544 Gravingdock at Scaramanga, Greece G. P. MARTIN, BSc. FICE' K. D. IRVINE, BSc, MICE? ThePaperdescribes the unexpectedconditionsencounteredduring the attempted construction 'in the dry' of a dry dockdesigned to accommodate 100000dwt...

...D JONES; J A STEPHENSON © Thomas Telford and ICE 1972 SOUTH WALES DOCKS NEWPORT DOCKS JOHN MOWLEM FAILURES DAMAGE REPLACEMENT REPAIRS DOCKS COLLAPSE INVESTIGATIONS FORMS BLOCKS STABILITY INNER ENTRANCES SILLS SURVEYS REMEDIAL DESIGN PERMANENT DEWATERING GATES...

... on the supportingblocks at the dock entrance to allow the process to berepeated. It was also considered that the dock should be capable of impounding water to allow a deep draughted ship to remain afloat inthe dock, and the magiante and entranceworks were therefore designed so that water could eitherbe excluded from...

... extends 8600 ft out to sea beyond the centre line of the new entrance, and the incoming pilot usually picks up four tugs which wait about a mile in from the outer end of the approach channel. 5 30 7296.7297 & 7280 The limiting wave height is therefore that above which it is too rough to pass the tug...

.... Allthesedeviceshave a common feature, in that the entrance of the structure is streamlinedinorder to obtain a uniformvelocityprofile.Downwards from the entrance the structure is prismatic and horizontal. It appears that the dischargeis a simple function of the energy head before the structure and the boundary layer...

...R SILVESTER © Thomas Telford and ICE 1970 ASIAN INSTITUTE OF TECHNOLOGY COASTAL BEACHES GROYNES HARBOURS ENTRANCES REVETMENTS PROBLEMS DEFENCES COASTS CONTROL SHORELINE BY PASSING RENOURISHMENT PROTECTION EROSION HEADLANDS INLETS WALLS ESTUARINE 7256 ABSTRACT...

.... TheGovernmentsubsequentlyacceptedthisrecommendation and approvedthe development of the Port of Leith. The entire harbour hasbeen converted into an impounded basin and ships entering or leavingtheportnowhavetopassthrough the new entrancelock.Other new workscomprise a cellularsealingdam,lead-in jetties, a wider entrance to Imperial Dock, the dredging...

...C TAYLOR; BS PATIL; OC ZEINKIEWICZ HARBOURS TREATMENT MODES SOLUTIONS GOVERNING ENTRANCES ASSESSMENT OSCILLATIONS UNDAMPED FINITE ELEMENTS EQUATIONS WAVES ANALYTICAL MOVEMENT HARMONIC NUMERICAL NATURAL TECHNIQUES MOTION ACTION METHODS EXPERIMENTS PERIODS © Thomas...

...J R PROSSER; P A S C GRANT © Thomas Telford and ICE 1968 MOTT HAY & ANDERSON TUNNELS CROSSINGS ROADS CARRIAGEWAYS GEOLOGY EQUIPMENT TOPOGRAPHY CUT AND COVER LIGHTING OPERATIONAL TOLLS TYNE TUNNEL PEDESTRIANS PORTAL ENTRANCES SITES SERVICES TUNNELLING VENTILATION...