...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

...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...

...W RAMAN NAIR; G C W SABIN; BIOT; MOHR; COULOMB © Thomas Telford and ICE 1991 NEWFOUNDLAND MEMORIAL UNIVERSITY WAVES INDUCED FAILURES POROELASTIC SEABED SLOPES BOUNDARIES ELEMENTS STUDIES BOUNDARY ELEMENTS FORCES STABILITY SLOPING LINEAR THEORY POROELASTICITY EFFECTIVE...

...A J CHADWICK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical model A. J. CHADWICK, BSc, MSc,PhD, MICE, MIWEM* The paper is concerned primarily with numerical model studies...

... VIBRATORS FREQUENCIES COMPUTERS LOGGING PROCESSING OUTPUT ACCELEROMETERS WAVES MODELS STANDING OSCILLATORY STATIC PEAK VIBRATIONS TECHNIQUES METHODS ACCELERATION OSCILLATIONS TIMBER MAGNITUDE MODES IMMERSION LABORATORIES STUDIES Proc. Instn Cio.Engrs, Part 2, 1991,91, Sept., 603...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

.... It was, however, the flooding events of the 13 December 1978 and the 13 February 1979 which prompted the promotion of the Sea Defence Scheme. The characteristics of the two events weresignificantly different. The former event consisted of steep waves, of about 12 S period, accompanied by a strong on-shore wind...

...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

.... The method is based on the application of the rateof energy dissipation of breaking waves. A mathematical model is presented which produces estimates of the sediment transport rate at any point within the surf zone or estimates of the total transportrate. The model has been calibrated against field data...

...M G BARRETT © Thomas Telford and ICE 1991 WORKING PARTY ON GREENHOUSE EFFECT FUTURE SEA LEVELS RISE MARITIME GREENHOUSE EFFECT GREENHOUSE EFFECT ENVIRONMENT IMPACT CLIMATE GASES ENVIRONMENTAL WAVES ACTION STORMINESS GLOBAL WARMING GLOBAL WARMING COASTAL DESIGN...

...C D MEMOS © Thomas Telford and ICE 1990 ATHENS NATIONAL TECHNICAL UNIVERSITY TABLES GRAPHS WAVES SCATTERING PROBLEMS DIFFRACTION COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 577-578 SYNOPSIS OF TN 525 WENAGTIENREGERROINUGP Tables and graphfsor a wave...

...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

...J P DAVIS; COULOMB Proc. Znstn Civ. Engrs, Part 2, 1990, 89, Sept., 317-340 PAPER 9438 GENRGOIUNPEENEERRINGGY Wave energy absorption by the Bristol Cylinder-linear and non-linear effects J. P. DAVIS, BSc, PhD* A previous paper described a scheme for the full-scale engineering of the Bristol...

...BT LINFOOT; IG BRYDEN; MS HALL © Thomas Telford and ICE 1990 HERIOT WATT UNIVERSITY TECHNICAL SOFTWARE LTD COMPUTERS CONTROL SIMULATION SEA SHORT WAVES BASINS SHORT CRESTED WAVEMAKERS SOFTWARE FILTERS DIGITAL METHODS MEASUREMENT HARDWARE MULTI DIRECTIONAL RANDOM...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...J C P KAM; W D DOVER UNIVERSITY COLLEGE LONDON Proc. lnstn Cio. Engrs, Part 2,1989,87, Dec., 539-556 PAPER 9415 STRUCTURAL ENGGRINOEUEPRING Advanced tool for fast assessment of fatigue under offshore random wave stress histories c.J. P. KAM, BSc, DipEng, MIMechE* W. D. DOVER, PhD, MIMechE...

... RELEASED VISCOUS DAMPING EFFECT GREASE LAYERS ANALYTICAL MODELLING IMPACT THEORY LONG BARS PARAMETRIC MORTARED IN ANCHORAGES MORTAR STRESS WAVES BEHAVIOUR EVALUATION PARAMETERS DISSIPATION ACTION UNLOADING Proc. InstnCiv. Engrs, Part 2,1989,87, June, 225-253 PAPER 9421 STRUCTURAL...

...D YOO; BA OCNNOR; DM MCDOWELL © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY MANCHESTER UNIVERSITY MATHEMATICS MODELS WAVES CLIMATE PORTS DESIGN DEVELOPMENT TRANSFORMATION REFRACTION DIFFRACTION REFLECTION INTERACTION CURRENTS MODELS CLASSIFICATION EFFICIENCY...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN © Thomas Telford and ICE 1989 CITY UNIVERSITY LONDON WAVES DESIGN EXPERIMENTS MEASUREMENT VELOCITY ACCELERATION THEORY MODELS STREAMS FUNCTIONS FLOW MODELLING HEIGHT REGULAR CREST VERTICAL TIME DEPENDENT...

... and submission for their Professional Examination? 60. For the shallow water Leman G structure the Authors determined that a breaking wave condition applied in the extreme storm. To what detail did the Authors go during the design to satisfy themselves that the breaking wave was of the spilling type rather than...