... estimates the instantaneous and period averaged valueosf longshore and on/offshore sediment transport across the surfand swash zones. It has the potential for wide application (without sitespecific calibration) in the determinatlonof longshore transport of coarse beach materials and also couldbe used...

... METHODS RESEARCH FIELD STUDIES ESTIMATES COEFFICIENTS INBANK EXTRAPOLATION Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 645-657 PAPER 9729 WATERBOARD Measurement of overbank flow in a compound river channel L. A. MARTIN,BSc, PhD* c.W. R. MYERS, BA,BSc, PhD, MICE? The results...

.... 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...

...A T DAVIDSON DUNDEE UNIVERSITY UNDERGRADUATE EDUCATION PROJECTS DESIGN CONSTRUCTION BRIDGES TEACHING STUDENTS UNDERGRADUATES UNIVERSITIES SPANS ORGANISATION DEVELOPMENT LEARNING DETAILS PLANNING COSTS ESTIMATES CARIE BRIDGE KINLOCH RANNOCH SCOTLAND UK...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY APPLICATIONS LARGE MATRIX INTERACTION MATRICES ANALYSIS RAFTS FOUNDATIONS METHODS STRUCTURAL DESIGN MOMENTS FIELD SPECIFICATIONS STEEL REINFORCEMENT ESTIMATES SETTLEMENT ANGULAR DISTORTION...

... for the more novel problem of multi-strand rope axial stiffness estimation, which varies as a function of axial load perturbation/mean ratio. The match between axial stiffness predictions on a 40mm 0.d. ropeand available experimentadlata is encouraging. Numerical results for some realistic cable constructions...

...G E BLIGHT © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY DEFECTS METHODS ESTIMATING DESIGN CODES PRACTICE LOADS ASSESSMENT ARCHING FILL PRESSURE NON UNIFORM RADIAL TEMPERATURE SURCHARGE ESTIMATES PATH STRESS CALCULATIONS STEEL ENVELOPES HOPPERS...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

... such as those published by the Canadian Geotechnical Brinch Hansen,20.2'.26COstet and SangleratI3 and Clayton and Milititsky16will give reasonable estimates of the maximum bending moment relevant at lower angles of friction. The fact that some of these method may underestimate the maximum bending moment at high...

...JA TAWN; JM VASSIE; EJ GUMBEL © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY PROUDMAN OCEANOGRAPHIC LABORATORY SEA LEVELS JOINT PROBABILITY METHODS ESTIMATES DATA SETS SHORT STATISTICS VALUE THEORY ACCURACY ESTIMATING SURGES SPECIMENS TIDES SEASONALITY...

... developed microcomputer-based fluorometric data logging and analysis system. These data have been used to calibrate the ADZ model, using advanced methods of statistical time series analysis both to identify theappropriate model structure andto estimate the associated model parameters. The complete analysis...

... report,' and a halt should be called. Any method of flood estimation should directly reflect the essential characteristics of the catchment for which there can be no substitute. These were discussed in detail at the 1924 Conferenceat the Institutionof Civil Engineers 56. Few workers in the field would...

... WATER TABLE GROUND SUPPLY PUBLIC WATER SUPPLY BUILDINGS PAVEMENTS GEOTECHNICS RISING PROBLEMS AREAS ESTIMATES RECHARGE HYDROGEOLOGY URBANISATION SEWERAGE SEWERS LEAKS PUMPING SYSTEMS LIVERPOOL BIRMINGHAM LONDON ENGLAND WALES UK Proc. lnstn Ciu. Engrs, Part 1...

... of both houses. The initial survey of the Temperate Houseis described giving the scope of the survey, indications of deterioration and preliminary structural investigation, including foundations. The initial estimate for basic work isgiven. Detailed surveys were required for design process. Recording...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; RG DEAN; FROUDE © Thomas Telford and ICE 1988 BP INTERNATIONAL EDINBURGH UNIVERSITY WAVES LOADING DESIGN ESTIMATES OFFSHORE GAS PLATFORMS SHALLOW WATER SITES KINEMATICS FLUMES LABORATORIES MODELS MODELLING TANKS SCALING...

... TENDONS LOADS CREEP SHRINKAGE DEFORMATION ESTIMATES RELAXATION EXPERIMENTS STRENGTH MODULUS ELASTICITY LOSS Proc. Instn Civ. Engrs, Part 2,1988,85, Sept., 533-550 PAPER 9358 STRUCTURAL ENGGRINOEUEPRING Comparison of measured and predicted time-dependent behaviourof post-tensioned concrete...

...DR ARCHER; PS KELWAY; FLOWPRED © Thomas Telford and ICE 1987 NORTHUMBRIAN WATER VOICE SYSTEMS INTERNATIONAL COMPUTERS SYSTEMS FLOODS ESTIMATING METHODS EVALUATION RAINFALL RUNOFF DISCHARGES DESIGN PARAMETERS RESERVOIRS GRIDS ESTIMATES CATCHMENTS STORMS STORMWATER...

...JJ SHARP; E MOORE MEMORIAL UNIVERSITY OF NEWFOUNDLAND, ST JOHNS CANADA WATER POLLUTION RESEARCH LABORATORY HYDRAULICS ESTIMATES DILUTION THEORY EFFLUENT CURRENTS DISCHARGES METHODS OUTFALLS JETS SUBMERGED MODELS PREDICTION EQUATIONS MATHEMATICS DATA VALUE FIELD STUDIES...

... ESTIMATES TESTS LABORATORIES STUDIES CONSOLIDATED OVER CONSOLIDATED METHODS CORRELATION DATABASES BOREHOLES DEPTH DYNAMICS PENETRATION PILES LOADS GRANULAR CEMENT RESIDUAL GNEISSIC GNEISS QUARTZ TRIAXIAL EQUATIONS CHIMNEYS WIND COMPRESSIBILITY PRESSURE BRIDGES FOOTINGS...

... TESTING LABORATORIES LIFE ESTIMATES DESIGN QUARRIES STRUCTURES MAINLAND HARD ANCIENT QUARRYING TECHNIQUES SPECIFICATIONS REVISED STANDARDS EMPIRICAL PRACTICAL QESHM HORMUZ QESHM ISLAND IRAN Proc. Instn Ciu. Engrs, Part 1, 1986.80, Oct., 1297-1325 9062 GROUP ENGINEERINMG...