...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...

...H DUEN; D HO; H L CHI; C H LIU; BS 5400 © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MANCHESTER UNIVERSITY TEMPERATURE DISTRIBUTION CONCRETE BRIDGES DECKS UNSURFACED MONITORING MATHEMATICAL MODELS ONE DIMENSIONAL HEAT FLOW CALIBRATION THERMAL INFLUENCE FORMS...

... STRUCTURAL CRACKS PRESTRESSING FORCES ANALYSIS MODELS COMPUTERS MODELLING PRESTRESSING CONCRETE SENSITIVITY CALIBRATION YNYS Y GWAS RIVER AFAN WALES UK Proc. Instn Ciu. Engrs, Part 1,1991, 90, Apr., 397419 PAPER 9579 STRUCTURBAULILDAINNDG BOARD Deformation of segmental post...

.... 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...

... 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...

... 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...

... pulsevelocity and rebound hammer measurements are not recommended for absolute strength estimation. However, under the carefully controlled conditions described, with a specifically prepared calibration, this should be possible with greater confidence than implied by the Authors. I have demonstrated this16...

... DATA ACTIVATED SLUDGE BIOLOGICAL CALIBRATION ASSESSMENT EXTENSIONS Proc. lnstn Civ. Engrs, Part 1, 1987,82, Dec., 1145-1164 9141 GROWUAPTER ENGINEERING Sewage treatment optimization model-STOMthe sewage works in a personal computer B. W. SPEARING, BSc, BA(Open),MIWEM* The Construction Industry...

...DC BLACK; MD MOHD.NOR; BN GUNTER; RB BULMAN; JR DAVIES © Thomas Telford and ICE 1986 BASINS RAINFALL RUNOFF FLOODS CATCHMENTS HYDROLOGY MODELS ROUTING MITIGATION TROPICAL DESIGN VALUE CALIBRATION PARAMETERS METHODS RIVERS ANALYSIS FREQUENCY SOILS MOISTURE BATU...

...DC BLACK; MD MOHD.NOR; BN GUNTER © Thomas Telford and ICE 1986 SNOWY MOUNTAINS ENGINEERING CORPORATION MINISTRY OF AGRICULTURE, KUALA LUMPUR RAINFALL RUNOFF FLOODS ROUTING MODELS TROPICAL CATCHMENTS STORMWATER CALIBRATION TESTING DATA HISTORICAL PARAMETERS VALUE...

...CG PETERSEN; JH BUNGEY; MJ NICHOLSON © Thomas Telford and ICE 1985 TESTS CALIBRATION DEVELOPMENT TESTING IN SITU COMPRESSIVE STRENGTH CONCRETE LOK TEST CAPO TEST PULL OUT SYSTEMS MATERIALS SPECIMENS LABORATORIES CYLINDERS CUBES GRAVEL LIMESTONE COARSE AGGREGATES...

... VELOCITY INVESTIGATIONS PULSES INTERNAL CORES FRACTURE VALUE ABSOLUTE CALIBRATION CHARTS AGE METHODS TESTING NON DESTRUCTIVE ESTIMATING DIAMETER EXPERIMENTS EQUIPMENT MATERIALS CORRELATION DATA CUBES LONG TERM COARSE EFFECT Proc. lnstnCir. Enyrs, Part 2, 1984,77, June,167-194...

... COUNTER PRESSURE RING RANDOM DRILLING INSERTS CONFIGURATION COMPRESSION FAILURES PULLING FORCES CALIBRATION DATA PROJECTS CYLINDERS CUBES AGGREGATES SIZE VARIATIONS STANDARD Proc. Instn Civ. Engrs, Part 1, 1984,16, May, 539-549 TECHNICAL NOTE 382 LOK-test and CAPO-test development...

...DR ARCHER © Thomas Telford and ICE 1983 NORTHUMBRIAN WATER AUTHORITY COMPUTERS MODELLING SNOWMELT RUNOFF FLOODS MODELS SNOW SIMULATION SYSTEMS ALTERNATIVE ROUTING LUMPED CATCHMENTS PARAMETERS CALIBRATION PHASE WINTER RAINFALL UPLAND HYDROGRAPHS PROBABILITY...

... DATA CALIBRATION IN SITU PRECAST T BEAMS POCKETS STUDS CONNECTORS FAILURES LONGITUDINAL FLOORS SYSTEMS TALL FINITE ELEMENTS CAR PARKS PARKING CARS SPACING COMPUTERS PROGRAMS BEARING CONCRETE PARTIAL ULTIMATE EQUATIONS REINFORCEMENT PAIRS SIMPLIFIED BEAMS FAILURES BARS U...

... CALIBRATION CURVES TECHNIQUES LOADS PLASTICITY INTERNAL FRACTURE © Thomas Telford and ICE 1982 Proc. Instn Ciu.Engrs, Part 2,1982.73, Mar., 249-252 8442 DISCUSSION Concrete strength determinationby pull-out tests on wedge-anchor bolts J. H. BUNGEY Dr M.W. Braestrup, Technical Universityof...

... is different from that in beams. This may cause the shear force for shank failure to beless in a beam than in a push specimen. This reduction, assumed here to be 7%, is usually offset by other differences between push specimens and beams, discussed in 62-88. Calibration ofparametric studyand influence of cube...

.... A dynamic parametertuningalgorithmhas been developed in order to ensure that the model representation of any practical water distribution system yields extendedperiodsimulationresults thatare in agreement with actual network operating and calibration data. The algorithm habseen implemented in Fortran V...

... ANCHORS CALIBRATION EFFECT APPARATUS AGGREGATES REINFORCED RELIABILITY CONTROL ACCURACY Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 379-394 8442 Concrsetrtendgetthermination by pull-out tests on wedge-anchor bolts J. H. BUNGEY, MSC, DIC, MICE...

...CM RAHAL; MJH STERLING; B COULBECK; NEWTON; RAPHSON; FORTRAN SHEFFIELD UNIVERSITY DURHAM UNIVERSITY LEICESTER POLYTECHNIC PARAMETERS TUNING SIMULATION MODELS WATER DISTRIBUTION NETWORKS METHODS DATA MEASUREMENT CALIBRATION REPRESENTATION SCHEMATIC TECHNIQUES EQUATIONS...