...P J HAWKES © Thomas Telford and ICE 1999 HR WALLINGFORD HYDRAULICS RESEARCH SEA OVERTOPPING RATES MEAN SWELL BIMODAL SEA WALLS DESIGN WALLS STATE SEA STATE RETURN PERIODS CONDITIONS EXTREME CRITICAL ANALYSIS WAVES STRUCTURES JOINT PROBABILITY LEVELS RESEARCH...

...T O DONOGHUE; J SUTHERLAND © Thomas Telford and ICE 1999 ABERDEEN UNIVERSITY HR WALLINGFORD UK COASTAL RESEARCH FACILITY COASTS STRUCTURES COASTAL RANDOM WAVES KINEMATICS LINEAR THEORY METHODS PREDICTION EMPIRICAL EQUATIONS REFLECTION COEFFICIENTS PHASE SHIFT...

...B LI; C A FLEMING; BOUSSINESQ; J C W BERKHOFF Modified mild-slope equations for wave propagation B. Li, BSc, MSc, DIC, PhD, CEng, MCIWEM and C. A. Fleming, BSc, PhD, FEng, FICE Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 43±60 Paper 11670 Written discussion closes 1 July 1999...

...T S HEDGES; M T REIS; M W OWEN © Thomas Telford and ICE 1998 PORTUGAL NATIONAL LABORATORY OF CIVIL ENGINEERING LIVERPOOL UNIVERSITY LNEC SEA WALLS WAVES OVERTOPPING RANDOM WALLS SEA MODELS REGRESSION STRUCTURES MARITIME MARINE ENVIRONMENT IMPACT PREDICTION RATES...

...T J T WHITTAKER; W BEATTIE; S RAGHUNATHAN; A THOMPSON; T STEWART; R CURRAN © Thomas Telford and ICE 1997 QUEENS UNIVERSITY BELFAST CHARLES BRAND KIRK MCCLURE MORTON CAMBRIDGE ENGINEERING DESIGN POWER WAVES PROJECTS ENGINEERING ENERGY HOSTILE ENVIRONMENT SEA WATER...

...G MULLER EVALUATION OF RESPONSE OF BRICKWORK ARCH 11 Wave impact pressure propagation into cracks Proc Instn Civ. Engrs Wat., Marit. & Energy, 1997 124, June, 79 85 G. Müller, Dipl Ing, MSc, PhD Paper 11256 Written discussion closes 29th August 1997 The propagation of wave impact pressures...

...A J CHADWICK; D J POPE; J BORGES; S ILIC PLYMOUTH UNIVERSITY BRIGHTON UNIVERSITY WAVES SPECTRA SHORELINE DIRECTIONAL INSTRUMENTATION FIELD MEASUREMENT INSTRUMENTS STORMS EVENTS MAJOR ENERGY DENSITY MAXIMUM LIKELIHOOD PROBABILITY DATABASES COMPUTERS DATA INSHORE...

...A J CHADWICK; D J POPE; J BORGES; S ILIC; FOURIER WAVES SPECTRA SHORELINE DIRECTIONAL INVESTIGATIONS ANALYSIS TECHNIQUES METHODS MEASUREMENT ENERGY DENSITY TRANSFORMS MAXIMUM LIKELIHOOD PROBABILITY SENSORS STARS ARRAYS ESTIMATES SYNTHETIC DATA MODIFICATION SENSITIVITY...

...G MULLER; T J T WHITTAKER © Thomas Telford and ICE 1995 QUEENS UNIVERSITY BELFAST WAVES LOADS BREAKING FIELD MEASUREMENT SHORELINE POWER STATIONS MONITORING SYSTEMS TRANSDUCERS MODULES INSTRUMENTS DATA ACQUISITION INSTRUMENTATION STORMS HYDRODYNAMICS IMPACT PRESSURE...

...T S HEDGES; URSELL © Thomas Telford and ICE 1995 LIVERPOOL UNIVERSITY HYDROLOGY WAVES REGIONS VALIDITY ANALYTICAL THEORY WATER WAVELENGTHS CURRENTS STEEPNESS FORMULAE DEPTH PROPERTIES URSELL NUMBERS Regionsof validity of analytical wave theories Proc. Instn Civ. Engrs...

...A J COOPER; N D ALLAN HR WALLINGFORD HYDRAULICS RESEARCH BERMUDA MINISTRY OF WORKS & ENGINEERING WIND STORMS SURGES HURRICANES INDUCED SIMULATION STRESS SEA WAVES MODELS NUMERICAL MODELLING FLOW TWO DIMENSIONAL CALIBRATION TESTS STRENGTH PREDICTION DISTRIBUTION...

...T L SHAW © Thomas Telford and ICE 1995 SHAWATER BARRAGES ESTUARIES ENVIRONMENTAL EFFECT ECOSYSTEMS SALINITY TIDES WATER DEPTH CURRENTS WAVES SEDIMENTS REGIMES RIVERS RANGE QUALITY ECOLOGY DELTAS FLOODS PREVENTION ENERGY TIDAL FLORA FAUNA FISH DEBRIS IMPACT...

...J W VAN DER MEER; J W V MEER; NAVIER STOKES Breakwaters and coast defences Numerical modellingof wave-structure interaction J. W.van der Meer, PhD Proc. Instn Civ. Engrs Wat. Marit. &Energy, 1994, 106, Dec.359-362 Maritime Board Maritime Panel Technical Note634 Various numerical models that try...

...N W H ALLSOP Breakwaters and coast defences Wave overtopping of seawalls, breakwaters and shoreline structures N. W.H . Allsop, BSc, CEng, MICE h o c . Instn Civ. Enps Wat., Marit. &Energy, 1994, 106, Dec., 355-357 Maritime Board Maritime Panel Technical Note 633 H This TechnicalNote reviews...

... s u b j e c t to breaking wave forcesis illustrated by the the structure under both normal and extreme Written discussion conditions: i.e. criteria should be considered closes 15 February 1995 which are related to botha sudden failure lessons d r a w n f r o m a c t u a l f a i l u r e s , w h i c...

...J D SIMM; J P LATHAM © Thomas Telford and ICE 1994 HR WALLINGFORD HYDRAULICS RESEARCH QUEEN MARY & WESTFIELD COLLEGE BREAKWATERS COASTS DEFENCES COASTAL SPECIFICATIONS MEASUREMENT ROCKS STRUCTURES WAVES QUARRIES MANUALS PROPERTIES ARMOUR Breakwaters and coast...

... PEBBLES PILING PILES CULVERTS LAYING SHINGLE BEACHES WAVES SHALE WALLS SEA WALLS MESHES WELDED MATTRESSES CHESIL BEACH PORTLAND DORSET UK DISCUSSION Chesil Sea Defence Scheme: concept, design and construction, and design of intercedpratoinr Proc. Instn Civ. Engrs Wat.,Marit...

... BEACHES WAVES WALLS SEA WALLS SHOALING COEFFICIENTS Variation in design conditionsin response to sea-level rise Proc. Instn Civ. Engrs Wat., Marit. &Energy, 1994. 106, Sept., 205-213 EurIng I. H. Townend,BSc, CEng, MICE, MIWEM Maritime Board Maritime Panel Paper 10110 W In assessing thepotential...

... EQUATIONS ESTIMATING HYDRODYNAMICS DRAG INERTIA FORCES WAVES CURRENTS PROBABILISTIC HEIGHT PLATFORMS BASES SHEAR NORTH SEA UK Modelling of environmental loadingfor adaptation of API RP 2A-Load and Resistance Factor Design toUK offshore structural design practice A . Theophanatos...

...W ROBERTS © Thomas Telford and ICE 1993 HR WALLINGFORD HYDRAULICS RESEARCH SEDIMENTS TRANSPORT MODELS MATHEMATICAL MUD FLUIDS COASTS ZONES COASTAL PREDICTION COHESIVE SUSPENSION BEDS MOVEMENT WAVES ACTION CURRENTS TIDES SILTATION HARBOURS MATHEMATICS MODELLING...