.... The 1990 draft of EC4 was influenced both by thepresentwork, which relatesmainly to solidslabs, and by recentwork by Aribert and other in which composite floors were alsostudied.Aribert swork and the rules in EC4: 1990 are considered later. Mathematical models 16. The earliest studies of this subject (e.g...

...C W CHOI; F C HARRIS © Thomas Telford and ICE 1991 HONG KONG CITY POLYTECHNIC WOLVERHAMPTON POLYTECHNIC LOUGHBOROUGH UNIVERSITY MODELS CALCULATIONS OPTIMUM CRANES POSITIONS CONSTRUCTION SITES LAYOUT MATHEMATICS MODELLING LOCATION FACILITIES LOADS POWER STATIONS CASE...

.... 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...

... FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW SEASONS TESTS STATISTICS BOUNDARIES CONDITIONS MATHEMATICS MODELS GAUGING STATIONS INFLUENCE TIME HISTORY HISTORY TIME SACRAMENTO R CALIFORNIA Proc. lnstn Ciu...

... dilution predictions of three mathematical models with field measurements collected by the Water Research Centre (WRc) and the Southern Authority. Judging from the results of their comparison, as summarized in Fig. 1 of the Technical Note, one would naturally conclude that the mathematical model...

...RE NECE; RA FALCONER WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS BATHYMETRY STUDIES TIDAL COASTAL...

... Note compares the predictions of three mathematical models developed by the United States Environmental Protection Agency with field data collected at outfalls in England. The comparison shows a tendency to overpredict dilution and the conclusion is that a conservative approach should be taken...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...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...

... incorporation of this relationship is believed to be important, because, as already explained, leakage can form a large proportion of the total network outflows, and its interaction with network pressures and flows can affect significantly the valve settings obtained from the optimization. The mathematical...

... SYSTEMS COST EFFECTIVE EFFECTIVE MICROCOMPUTERS MATHEMATICS MANAGEMENT ECONOMICS BENEFITS COST BENEFIT PROCESS WATER INDUSTRIES FILTRATION TEMPERATURE SLUDGE PERFORMANCE RELATIONS LIMITS CONFIDENCE PROGRAMS COEFFICIENTS Proc. lnstn Cio. Engrs, Part 1,1989,86, Feb.,207-216...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

...MA NOUH © Thomas Telford and ICE 1988 KING SAUD UNIVERSITY RIYADH. FLOODS PREDICTION FREQUENCY MODELS FLOW DRAINAGE BASINS METHODS RAINFALL MATHEMATICS DESIGN ENGINEERS SAUDI ARABIA MIDDLE EAST Proc. Instn Ciu.Engrs, Part 2,1988,85, Mar., 121-144 PAPER 9279 WATER...

...JM TOWNSON; Y KAYA CLAYS LANDSLIDES SURGES FLOODS LAKES WAVES SIMULATION MODELS MATHEMATICS INVESTIGATIONS SLIDES ACTION HYDRAULICS LABORATORIES NUMERICAL RISSA LAKE BOTNEN NORWAY © Thomas Telford and ICE 1988 STRATHCLYDE UNIVERSITY Proc. Instn Civ...

...JMW BROWNJOHN; AA DUMANOGLU; RT SEVERN; CA TAYLOR © Thomas Telford and ICE 1987 BRISTOL UNIVERSITY BRIDGES SUSPENSION RIVERS VIBRATIONS AMBIENT MEASUREMENT TESTS RELIABILITY STRUCTURES PLANNING MATHEMATICS MODELS METHODS DYNAMICS PARAMETERS WIND TRAFFIC VERTICAL...

... on common forms of highway bridge. To be valid, such a study must incorporate the use of high quality, non-linear, models of vehicle suspensions, together with acceptably accurate models of the supporting structure.It was necessary to validate the mathematical model by a series of controlled field studies...

...B W SPEARING; CIRIA; WRC; STOM © Thomas Telford and ICE 1987 PERFORMANCE EVALUATION GROUP WRC PROCESS CIRIA STOM SEWAGE TREATMENT OPTIMISATION MODELS WORKS MATHEMATICS PERFORMANCE COSTS DESIGN PROCESS STAGE COMPUTERS OPERATIONS ENGINEERS CAPACITY RELATIONS PROGRAMS...

... MATHEMATICS ...

... DIMENSIONAL MATHEMATICS EQUATIONS FINITE DIFFERENCE VELOCITY HUMBER Proc. Znstn Civ.Engrs, Part 2,1987,83, Mar., 161-180 PAPER 9105 WATERGERNOGUIPNEERING Numerical simulation of flooding and drying in a depth-averagedtidal flow model R. A. FALCONER, BSc(Eng),MSCE, PhD, DIC, MICE, MASCE, MIWES* P...

...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...