... BEACHES SURF SWASH ZONES VARIATIONS RATES EQUATIONS SHOREHAM UK Proc. Instn Civ. Engrs, Part 2, 1991, 91, Dec., 739-153 EM PAPER 9761 An unsteady flow bore modeflor sediment transport in broken waves. Part2: the properties, calibration and testinogf the numerical model A. J. CHADWICK...

...T S HEDGES; R BURROWS; P J DICKINSON; WACCAS © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY SHELL RESEARCH WIRRAL BOROUGH COUNCIL COASTAL WAVES CLIMATE CATEGORISATION WIND DATA CLASSIFICATION COMPUTERS PROGRAMS NEARSHORE STORMS MONITORING COASTS CHANGE BEACHES...

... of unsteady flow in the surf and swash zones using bore propagation models, and the resulting longshore transport of coarse non-cohesive materials.The development of a new numerical modelof oblique bores on beaches, coupled with a uniform flow field sediment transport equation, is described. This model...

... noting thatin some locations there may be no alternative to the provision of a hard defence, Mr Wakelin believed that thebest form of embankment was a high beach. The replenishment of the beach at Jaywick was described, where the natural beach had been recharged and raised in level, and it was planned...

...I S HEIJNE; G M WEST BABTIE DOBBIE NATIONAL RIVERS AUTHORITY HYDRAULICS RESEARCH SEA DEFENCES DESIGN INTERCEPTOR DRAINS TIDAL FLOODING TIDES FLOODS SHINGLE COASTS BEACHES COASTAL GEOMORPHOLOGY INVESTIGATIONS SURVEYS TOPOGRAPHY MARINE GEOLOGY ASSESSMENT HYDRAULIC...

...B J HOOK; J R KEMBLE Proc. Instn Civ. Engrs, Part 1,1991, W,Aug., 783-798 PAPER 9611 WATER BOARD Chesil Sea Defence Scheme. Pape1r:concept, design and construction B. J. HOOK, BSc, FICE* J. R. KEMBLE, BSc, FICE, FIHT? The history of inundation by the sea of the eastern end of Chesil Beach...

...G W ROBINSON; M J STONE; M J WATKISS © Thomas Telford and ICE 1990 NATIONAL RIVERS AUTHORITY POSFORD DUVIVIER ZANEN DREDGING BEACHES RECHARGE COASTS SEA DEFENCES DREDGING MATERIALS DREDGERS SHIPS GROYNES SHALLOW DRAFT TRAILING SUCTION HOPPERS SEAFORD...

... to be negligible or zero. The only input variable that dictatesthe resulting bay shape is the obliquity of the waves to the control line, joining the diffraction point at the upcoast headland to the downcoast limit of the beach. Equations are not available for bays still receiving sediment input, which are termed...

...JR LETHBRIDGE; DG VEAL; RL ROBERTS; EWH GIFFORD © Thomas Telford and ICE 1989 WORLD BANK PORTIA MANAGEMENT SERVICES GIFFORD AND PARTNERS COODE BLIZARD PORTS MANAGEMENT CAPACITY CONSTRAINTS VESSELS FACILITIES BEACHES CARGOES FREIGHT FREIGHTING PLANNING TRENDS...

... PARAMETERS TRANSITIONAL DEPTH VALUE VARIATIONS DESIGN COASTAL ENGINEERING SEDIMENTS DYNAMICS SHINGLE BEACHES DEVELOPMENT TECHNIQUES EFFECT SURFACE ELEVATIONS MONITOR LOGGING CALIBRATION SOFTWARE INSTALLATION OPERATION COMPUTERS DISTRIBUTION VALUE SHOREHAM SUSSEX WEST SUSSEX...

... Llanddulas and Clan Conwy, was constructed under two contracts. The Paper describes the work in contract Aof constructing the sea defence works embankment at Llanddulas. The provision of access through the site, to minimize use of local roads, and on tothe beach and installation of soils instruments...

...MRC BURY © Thomas Telford and ICE 1987 TAYLOR WOODROW CONSTRUCTION LTD WAVES WATER LONG SURF ENERGY NEARSHORE SEA VELOCITY BEDS BEACHES DATA ANALYSIS EXPERIMENTS FREQUENCIES METHODS PREDICTION LONGSHORE CURRENTS BEHAVIOUR THEORY EQUATIONS Proc. Znstn Civ.Engrs...

... shown that the concepts adduced for this work are not applicable directly to UK waters where the influence of tidal range and more varied waveform require additional considerations. However, it has been possible to produce a design procedure for breakwater configuration and the predictionof beach...

... BIRMINGHAM UNIVERSITY ANDREW PALMER ASSOCIATES SOUTHERN PLANNING DESIGN CONSTRUCTION SEWAGE SEWERAGE OUTFALLS PUBLIC PARTICIPATION TREATMENT POLLUTION MARINE PIPELINES ESTUARIES MODELS MODELLING DIFFUSERS BEACHES DISPOSAL VELOCITY INDUSTRIAL DISCHARGES STORMWATER PIPES RISERS...

... METHODS WORKS OFFLOADING PIERS TEMPORARY BERTHING ROLLS AIR BAGS TRANSPORT HAUL OPERATIONS MANUALS GEOTECHNICS ROADS BEACHES SKATING PITS DEADMEN ROCKS ANCHORS BARROW SCOTLAND DOUNREAY UK Proc. Instn Civ. Engrs, Part 1,1986,80, Aug., 885-902 9108 GROUEPNGINEEREINNGERGY...

... DIFFUSERS INTRUSION DISCHARGES PIPELINES VELOCITY PIPES BEHAVIOUR BEACHES MATERIALS JORDAN RIVER CANADA Proc. Instn Civ. Engrs, Part 1, 1986,80, Apr., 553-557 E8N7G66INWDEAIESTRCEIUNRSGSION GROUP Sea outfalls-a review of failure, damage, and impairment mechanisms R.A. Grace Dr D. V...

...JR KEMBLE; JA YOUNG © Thomas Telford and ICE 1984 WESSEX WATER AUTHORITY WEYMOUTH AND PORTLAND BOROUGH COUNCIL MARINE TREATMENT DRAINAGE SYSTEMS DEFICIENCIES MANAGEMENT WATER AUTHORITIES SEWERAGE COUNCILS SEWAGE TESTS LOCAL GOVERNMENT AGENTS SEA BEACHES LOCAL...

...SH CHUE © Thomas Telford and ICE 1980 MALAYA UNIVERSITY WAVES UNIVERSAL STEEPNESS RUN UP APPLICABILITY LARGE PREDICTION SLOPES FORMULAE LIMITING SMALL TSUNAMIS BEACHES Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Dec., 1035-1041 TN 274 Wave run-up formula of universal...

... maintained by sea-water percolation through the beach and bar deposits, while wind erosion maintains the surface at the level to which the material is immobilized by capillary wetting. Thus they become natural evaporating pans saturated with brines, often at high surface temperatures, generating chloride...

... DESIGN SEABED CELLULAR TEMPORARY SHAPE CONSTRUCTION FORCES PRESSURE SCOUR WALLS BEACHES MARINAS BOATS HYDRAULIC STUDIES CRANES LOADS STRUCTURAL COSTS TESTS PERMANENT PROTECTION ARMOURING DREDGING BRIGHTON ENGLISH CHANNEL CHANNEL UK Proc. Instn Ciu. Engrs, Part 1...