... mathematical model based on one-dimensional heatflow was established. The model was calibrated by comparing the statisticosf the calculatedand measured results. On thebasis of theestablishedmathematicalmodel,extremevalues of variousthermal parameters can be calculated. Influence of the form of construction...

...G D MATTHEW © Thomas Telford and ICE 1991 ABERDEEN UNIVERSITY ONE DIMENSIONAL HIGHER ORDER EQUATIONS POTENTIAL FLOW OPEN CHANNELS ITERATIVE CARTESIAN COORDINATES ACCURACY TESTS APPLICATIONS WEIRS ROUND CRESTED THIRD ORDER CREST COEFFICIENTS DISCHARGES PLANE...

...RA FALCONER; PH OWENS BRADFORD UNIVERSITY BIRMINGHAM UNIVERSITY NUMERICAL SIMULATION FLOODS DRYING TIDES TIDAL FLOW MODELS DEPTH ESTUARIES SHALLOW TECHNIQUES MODELLING HYDRODYNAMICS WATER ELEVATIONS PREDICTION GRIDS TIME STEP FIELD MEASUREMENT ONE DIMENSIONAL TWO...

...JR WEST; TW BROYD; D PRANDLE DISPERSION COEFFICIENTS ESTUARIES MIXING DISTRIBUTION SALINE NUMERICAL SIMULATION EQUATIONS ONE DIMENSIONAL TURBULENCE SALINITY USK © Thomas Telford and ICE 1982 INSTITUTE OF OCEANOGRAPHIC SCIENCES Proc. Instn Ciu. Engrs, Part 2, 1982...

... the kindof quantitative information that maybe determined. A one-dimensional, time-dependent modelis discussed, i.e. a modelin which all the properties of the river, such as discharge, stageand bed level, depend on only two variables:thedistance alongthe river andthe time. As themodel is one- dimensional...

... INTERMEDIATE THEORY ONE DIMENSIONAL MODELS Proc. Instn Ciu. Engrs, Part 2, 1980, 69, June, 535-542 TN 252 Feilneimteecnhtnique for two-dimensionalconsolidation D. G. GRAY, BSc, MEng, MICE* A finiteelementetchnique for two-dimensionaclonsolidatiopinsresented. True two-dimensional behaviour is treated...

... these conditions, the most probable effectof the barrage would be an increase of the tidal levels (c) the introduction of the barrage affects the tidal wave along its whole length. All these matters, which arise from the one-dimensional approach to the problem, tend to favour the application of two-dimensional...

...DN CATHIE; JA CHARLES; R DUNGAR; ADM PENMAN; BRE © Thomas Telford and ICE 1979 BRE BUILDING RESEARCH ESTABLISHMENT EVALUATION CONSTRUCTION ROCKFILL ROCKS FILL VERTICAL THREE DIMENSIONAL DEFORMATION EMBANKMENTS ONE DIMENSIONAL FINITE ELEMENTS BEHAVIOUR MOVEMENT...

...HP STOUT; FRBP PREDICTION EFFLUENT CATCHMENTS CURVES DEPTH SOLUTIONS EQUATIONS CONTINUOUS NITROGENOUS RE AERATION LOCATION BIODEGRADATION ABSORPTION CALIBRATION BIOLOGICAL CONTINUITY OXYGEN INPUT HYDROLOGY DATA VELOCITY ONE DIMENSIONAL ESTIMATES BIODEGRADABLE EVALUATION...

... HYDROCLIMATE COMPUTERS DATA STRATIFICATION BEHAVIOUR NUMERICAL EQUATIONS ONE DIMENSIONAL PERIODS LENGTH ISOTHERMAL MEAN VALIDATION SIMULATION TURBULENT Pro...

...HP STOUT © Thomas Telford and ICE 1976 STIRLING UNIVERSITY PREDICTION EFFLUENT HYDROLOGY INTRUSION DISPERSION TIME LAND HEIGHT ONE DIMENSIONAL ESTIMATES CONTINUOUS CARBONACEOUS OXYGEN INPUT SALINITY PROFILES COEFFICIENTS FLOW RATIOS ANALYTICAL DIFFUSION MAGNITUDE...

... ONE DIMENSIONAL EQUATIONS CLOSURES THAMES UK Proc. Instn Cio. Engrs, Part 2 , 1975, 59, June, 255-264 7776 The reduction of artificial boundary reflexions in numerically modelled estuaries SALLY J. PINLESS, BSC* The tidal input at the seaward boundary of a model of an estuary...

...JA FOX; DA HENSON © Thomas Telford and ICE 1971 LEEDS UNIVERSITY PREDICTION TRANSIENT SOLUTIONS RAILWAYS CHARACTERISTICS UNSTEADY MATHEMATICS EXPERIMENTS CONDITIONS AERODYNAMICS COEFFICIENTS MAGNITUDE TRAINS AIR CALCULATIONS ONE DIMENSIONAL FLOW COMPUTERS MODELS...

...N S HEAPS; ALGOL © Thomas Telford and ICE 1968 LIVERPOOL UNIVERSITY ESTIMATING TIDES ENERGY CONDITIONS ELEVATIONS INTEGRATION EQUATIONS PROCEDURE PROGRAMS CALCULATIONS EFFECT CHANNELS HYDROELECTRICITY ESTIMATES CURRENTS ONE DIMENSIONAL STEP BY STEP REGIMES ESTUARIES...

... AXIAL LOADS STRESS TEMPERATURE TWO DIMENSIONAL PLANE STRAIN GRAVITY CALCULATIONS RATIOS MIXED BOUNDARIES CONDITIONS NETS INTERLACING CYLINDRICAL MATHEMATICS ITERATION ALTERNATIVE MATRIX MATRICES ONE DIMENSIONAL SPEED CONVERGENCE For discussion at an Ordinary Meeting on Tuesday...

...I F CHRISTIE EDINBURGH UNIVERSITY USE ANALOGUE COMPUTERS CIVIL ENGINEERING PROBLEMS ELECTRONICS APPLICATIONS OSCILLATIONS SURGES CHAMBERS CONSOLIDATION CLAYS SOILS ANALYSIS OVERLAPPING SHUTDOWN INSTANTANEOUS VARIABLE HORIZONTAL AREAS PONDS SPILLWAYS ONE DIMENSIONAL...

...J HEYMAN © Thomas Telford and ICE 1959 CAMBRIDGE UNIVERSITY INVERSE DESIGN BEAMS GRILLAGES ELASTIC CALCULATIONS STRESS DEFLECTION LOADS BOUNDARIES CONDITIONS CURVATURE BENDING MOMENTS SECTIONS FLEXURAL RIGIDITY STRENGTH STIFFNESS VARIABLES PLANE TRANSVERSE ONE...