... 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...

...DR ARCHER; RB BULMAN © Thomas Telford and ICE 1982 SEASONAL FLOODING ASSESSMENT FLOODS RISKS VARIATIONS ALTITUDE RAINFALL CORRELATION PARTIAL DURATION SERIES SEASONS MEAN ANNUAL ANALYSIS METEOROLOGY HYDROLOGY ESTIMATES CATCHMENTS UK Proc. Instn Cio. Engrs, Part...

...DG JAMIESON; A HUNTER BLAIR © Thomas Telford and ICE 1982 THAMES WATER AUTHORITY ANGLIAN WATER AUTHORITY NITRATES IMPACT WATER RESOURCES MANAGEMENT SOURCES NITROGEN CATCHMENTS SURFACE WATER CONCENTRATION MODELS TIME SERIES ANALYSIS RESERVOIRS DENITRIFICATION...

...DR ARCHER © Thomas Telford and ICE 1981 NORTHUMBRIAN WATER AUTHORITY FLOODING FLOODS ANALYSIS VARIATIONS RAINFALL MAGNITUDE PEAKS CHARACTERISTICS GAUGED CURVES DURATION SEASONAL RISKS ANNUAL REGIMES SOILS CATCHMENTS THRESHOLD EQUATIONS UNGAUGED CALENDARS SERIES...

...I SMITH SERIES TYPE SOLUTIONS TIMBER BEAMS CONNECTIONS SEMI RIGID STRESS DEFLECTION LAYERS THEORY EXPERIMENTS SIMPLE SUPPORTS THREE PIECE UNIFORM CONSTRUCTION LOADS DISTRIBUTION VALUE DISPLACEMENT ACCURACY Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 101-719 8352...

... STATISTICS ESTIMATING FLOODS FLOW RIVERS PROBABILITY DISTRIBUTION TIME SERIES DATA DISCHARGES RECORDS PERIODS ACCURACY ESTIMATES LOG NORMAL METHODS STATIONS KAFUE KASAKA AFRICA ZAMBIA ...

...AS THOM; DC LEDGER RAINFALL CHANGE DRY CATCHMENTS SYNTHETIC ESTIMATES EVAPORATION FLUCTUATION RUNOFF LONG TERM AREAS ANALYSIS RECORDS GAUGES SERIES CLIMATE RELATIONS LOCAL DATA PREDICTION MEASUREMENT CORRELATION DISTRIBUTION SCOTLAND EDINBURGH UK Proc...

... required in design of compressed plates bythe presentationof numerical results as a tableof coefficients which, together with the perturbation series, facilitate thecalculation of the deflexions,stresses, in-plane effectivestiffness and so on of plates having any value of initial deflexion. The results...

...MJ WYATT; TAYLOR; G DAVIES; C SNELL TWO DIMENSIONAL DIFFERENCE BASED STIFFNESS ELEMENTS STRUCTURAL BOUNDARIES DISPLACEMENT PLATES BENDING FUNCTIONS FINITE ELEMENTS MATRIX LINEAR MECHANICS FINITE DIFFERENCE POTENTIAL SERIES PLANE PROBLEMS METHODS MATRICES STATIC NODES...

...OC ZEINKIEWICZ; JJM TOO; FOURIER 7450 The finite prism in analysis of thick simply supported bridge boxes A combination of Fourier series and finite element expansion is used to study three- dimensionalstructures of constantcross-sectionsweeping a solidvolumealonga straight or curved generator...

...H E HURST; A K BISWAS RANDOM NATURAL SERIES PHENOMENA TIME TIME SERIES © Thomas Telford and ICE 1968 TECHNICAL DISCUSSION A difference between randomseries and time series which occur in natural phenomena H. E. Hurst Dr A. K. Biswas, Department of Civil Engineering, Queen s...

...H E HURST © Thomas Telford and ICE 1968 DIFFERENCES TIME PHENOMENA RANDOM HYDROLOGY SERIES TIME SERIES NATURAL TECHNICAL NOTE for written discussion A difference between randomseries and time series which occur in natural phenomena H. E Hurst, CMG, MA, DSc, FlnstP...

...A COULL; P C DAS; FOURIER © Thomas Telford and ICE 1967 STRATHCLYDE UNIVERSITY SOUTHAMPTON UNIVERSITY ANALYSIS CURVED BRIDGES DECKS SLABS DEFLECTION SERIES LOADS EXPRESSION MOMENTS TESTS MODELS FORCES SHEAR CIRCULAR CURVES CONCENTRATED RADIAL ISOTROPIC INFINITE...

...R F RISH; FOURIER © Thomas Telford and ICE 1967 TASMANIA UNIVERSITY FORCES CYLINDRICAL CHIMNEYS WIND PRESSURE SERIES BENDING MOMENTS MEMBRANES INEXTENSIONAL STRAIN ENERGY POINTS LOADS EDGES BASES BOUNDARIES CONDITIONS STRESS SHEAR For written discussion Paper...

...A G DAVENPORT © Thomas Telford and ICE 1962 WESTERN ONTARIO UNIVERSITY RESPONSES SLENDER THIN STRUCTURES GUSTS WIND RANDOM SERIES EMPIRICAL DATA ATMOSPHERIC TURBULENCE LOADING LONG SPAN OVERHEADS POWER LINES BRIDGES SUSPENSION TALL MASTS STACKS STATIC...

...B A SUTTON © Thomas Telford and ICE 1960 ROYAL MILITARY COLLEGE OF SCIENCE SERIES SOLUTIONS SURGES TANKS PROBLEMS AMPLITUDE OSCILLATIONS LOADS INFINITE FRICTION FACTORS REJECTION TAKING ON PIPES INDEX VALUE HEIGHT NON DIMENSIONAL QUANTITIES VALVES CLOSURES...