...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

...J E CLIFFORD; R N WOOD © Thomas Telford and ICE 1991 OVE ARUP WORLD BANK PORTS ENGINEERING STANDARDS STUDIES CODES PRACTICE MARITIME DOCUMENTATION HARBOURS UK GERMANY JAPAN USA UNITED STATES Proc. Instn Civ. Engrs, Part 1, 1991,W,Aug.,931-932...

... of the Beach, are described: stage 1improvements to the existing sea wall at thesouthernend of the Beach; stage 2-the construction of an intercepting culvert and cut-off behind the properties in Chiswell,leading to an open channel that discharged into Portland Harbour, the system being designed to intercept...

...D LOCK; L M WINTER; P LACEY; L C EPPEL DOCKLANDS LONDON GREENLAND DOCK ALBERT DOCK LIVERPOOL UK © Thomas Telford and ICE 1991 URBAN WATERSIDE DEVELOPMENT DOCKS REGENERATION CONSULTANTS DOCKLANDS WATERFRONTS HARBOURS PLANNING Proc. Instn Civ. Engrs, Part 1, 1991...

... across the Channelbetween two communities who shared the same sovereign. 3. Dover has heldan important strategicrole since then,and itsarchitecturethe Roman Pharos, the Norman castle, the fortifications of the Napoleonic War and the development of the harbour from the 16th century-reflects its military...

...MARDAPITTA; HADJIPANDELI; R A FALCONER © Thomas Telford and ICE 1990 BIRMINGHAM UNIVERSITY BRADFORD UNIVERSITY OBSERVATIONS FLOW RECTANGULAR MODELS TIDES EXCHANGE SCHEMATIC SCALING PREDICTION RECIRCULATING SIMULATION NESTED SOLUTES HARBOURS PHYSICAL INDUCED...

...RE NECE; RA FALCONER WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS BATHYMETRY STUDIES TIDAL COASTAL...

... of existing walls. The amount of wall and base friction also needed evaluation for each case. An Engineer must exercisejudgement when reviewing existing structures that had been performing well for over 1 0 0 years. Mr Hook described work on LymeRegis Harbour,a man-made structure consisting of a number...

... include the redamation OF land from the sea and foreshore, land and marine borrow areas, river and sea walls, a harbour with wharfs and a pier, drainage, pumping stations, roads and bridges. Details are given of programming, project co-ordination and contract arrangements. Introduction Tuen Munis one...

...EC BOWERS; EPD MANSARD; V BARTHEL; ER FUNKE; P KLINTING; OJ JENSEN . Proc. Instn Ciu. Engrs., Part 2,1989,87, Mar., 135-142 DISCUSSPIOAONPNER 9266 MARITIEMNEGINEERING GROUP Wave grouping and harbour design E. C . Bowers E. P. D. Mansard, V. Barthel and E. R. Funke, National Research Council...

...EC BOWERS HYDRAULICS RESEARCH LIMITED WALLINGFORD. HARBOURS WAVES DESIGN GROUPS ENERGY DATA SEA GENERATION PHYSICAL MODELS TESTS PATTERNS RANDOM EXPERIMENTS © Thomas Telford and ICE 1988 Pror. Instn Civ. Engrs, Part 2, 1988,85, June, 237-258 PAPER 9266...

...CW LI; J HUN WEI LEE; YK CHEUNG; FOURIER © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY MATHEMATICS MODELS TIDAL CIRCULATION HARBOURS DEVELOPMENT VERIFICATION SEMI IMPLICIT FINITE ELEMENTS ANALYSIS TESTS TIME STEP LONG PROPAGATION WAVES BASINS LATERAL TOPOGRAPHY...

...PG FOOKES; RS THOMAS POSFORD, PAVRY & PARTNERS SITES APPRAISAL POTENTIAL BREAKWATERS ROCKS HARBOURS LOW STRENGTH PROTECTION GEOLOGY RUBBLE MOUND CONSTRUCTION ISLANDS DURABILITY FINANCE QUALITY IN SITU CONTRACTS CLIENTS FIELD STUDIES OBSERVATIONS SAMPLING TESTS...

...MAM HERZOG © Thomas Telford and ICE 1986 RUBBLE MOUND SAFETY BREAKWATERS HARBOURS DESIGN CONSTRUCTION FAILURES MECHANISMS OVERTOPPING ARMOUR RUPTURES SLOPES STABILITY WAVES HEIGHT RESEARCH OVERWASH THROUGHFLOW TIMEI Proc. lnstn Cio. Enyrs, Part I , 1986,SO, Oct.,1385...

...GT KEMPTON; RW ENTWISTLE; MJ BARCLAY; C JONES; M JONES; D KINGSTON; P JOHNSON; F HUGHES; JH DIXON; DH BARKER Proc. Instn Cio. Engrs, Part 1, 1986,80, Apr., 575-587 ENDGIRSINCOEUUESNRS8DI8NO2G0N GROUP An anchored fill harbour wall using synthetic fabrics G. T. Kempton, R. W. Entwistle and M. J...

...JE BARKER; FW KING © Thomas Telford and ICE 1986 POSFORD PAVRY AND PARTNERS TAYWOOD SANTA FE HAZARDOUS HAZARDS PRECAUTIONS MARITIME ENGINEERING SAFETY DESIGN SEA PORTS HARBOURS COASTAL PROJECTS OFFSHORE PLATFORMS DOCKS REGULATIONS CONSTRUCTION INJURIES DEATHS...

...AR BUCHAN; AM ROBERTSON; JM LEONARD © Thomas Telford and ICE 1985 HARBOURS REFUGE FISHING BOATS BREAKWATERS STRUCTURES BLOCKS STORMS DAMAGE DEFECTS REPAIRS WAVES FORCES CONSTRUCTION CONCRETE FOUNDATIONS DECKS RUBBLE MOUND COSTS CONVICTS LABOUR METHODS SLABS...

...RA FALCONER; REYNOLDS © Thomas Telford and ICE 1985 BIRMINGHAM UNIVERSITY CURRENTS RESIDUAL HARBOURS MATHEMATICS MODELS STUDIES PREDICTION TIDES TIDAL RANGE NARROW ENTRANCES STRESS REYNOLDS NUMBERS TURBULENT TURBULENCE CONVECTION ACCELERATION FLOODS VELOCITY JETS...

...E LACKNER; EAU 1980 Proc. Instn Civ. Engrs, Part 1, 1984,76, Aug.,611479 PAPER 8731 MARITIMEENGINEERINGGROUP The West German approach tothe Code of Practice forWaterfront Structures* Professor Dr E. LACKNERt This Lecture concerns the Committeefor Waterfront Structures of the Society for Harbour...

...AR BUCHAN © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY HARBOURS REFUGE BREAKWATERS WATER STRUCTURES WALLS VERTICAL BLOCKWORK FOUNDATIONS RUBBLE MOUND CONCRETE SEABED MASS CAST TIMBER FRAMES QUARRIES SUPPLY RAILWAYS RAW MATERIALS SERVICES BASES OIL...