...A CALVER; R LAMB; S E MORRIS; PARETO; POISSON River flood frequency estimation using Proc. Instn Civ. Engrs Wat., Marit. continuous runoff modelling & Energy, 1999, 136, Dec., 225±234 A. Calver, BSc, PhD, CEng, FCIWEM, R. Lamb, MA, PhD and S. E. Morris, BSc, MPhil Paper 11883 Written discussion...

...R BURROWS; K H M ALI; G OCKLESTON © Thomas Telford and ICE 1999 LIVERPOOL UNIVERSITY THAMES WATER UTILITIES SEWAGE DISCHARGES ESTIMATION ESTIMATING FLOW STICKS MONITORING DEVICES STUDIES LABORATORIES SEWERS FLOW EXPERIMENTS THEORY MODELLING FLUIDS DRAG INSTALLATION...

...A A KHAN; BOUSSINESQ; GALERKIN; PETROV GALERKIN; BUBNOV GALERKIN MISSISSPPI UNIVERSITY OVERFALLS MODELLING RECTANGULAR EQUATIONS MODELS NUMERICAL FLOW UPSTREAM DOWNSTREAM FREE JETS HYBRID FINITE ELEMENTS WATER LEVELS NAPPE PROFILES SMOOTH ROUGH BEDS EXPERIMENTS...

...S DEY © Thomas Telford and ICE 1999 INDIAN TECHNOLOGY INSTITUTE KHARAGPUR PIERS CIRCULAR SCOUR TIME VARIATIONS VICINITY HYDRAULICS HYDRODYNAMICS MATHEMATICAL MODELLING MODELS RIVERS ESTIMATING DEPTH HOLES SEDIMENTS HORSESHOE VORTEX VORTICES SCOURING BRIDGES...

...P J SKIPWORTH; A J SAUL; J MACHELL © Thomas Telford and ICE 1999 SHEFFIELD UNIVERSITY YORKSHIRE WATER SERVICES WATER QUALITY PREDICTION DISTRIBUTION SYSTEMS ARTIFICIAL NEURAL NETWORKS MODELLING MODELS DEMAND CASE STUDIES OXIDATION REDUCTION METHODS HYDRAULICS DATA...

...A ERVINE; A B MACLEOD © Thomas Telford and ICE 1999 GLASGOW UNIVERSITY BRISTOL UNIVERSITY RIVERS CHANNELS MODELLING FLOODBANKS DISTANT MODELS FLOODS FLOODING FLOOD PLAINS MEANDERING ROUGHNESS ASPECT RATIOS SLOPES SINUOSITY FLOW ARTIFICIAL NEURAL NETWORKS WATER...

... HYDRAULICS HYDRODYNAMICS MARITIME MODELLING MATHEMATICAL MODELS SIMULATION TWO DIMENSIONAL DEPTH VERTICAL GOVERNING MONOCHROMATIC Modified mild-slope equations for wave propagation B. Li, BSc, MSc, DIC, PhD, CEng, MCIWEM and C. A. Fleming, BSc, PhD, FEng, FICE Proc. Instn Civ. Engrs Wat., Marit...

... MODELLING MATHEMATICAL MODELS FLOW EFFLUENT POLLUTANTS SHALLOW EXPERIMENTS POLLUTION Circular jets in crossflows of finite depth J. E. Hodgson, PhD, N. Rajaratnam, PhD and A. K. Moawad, PhD Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 35±42 Paper 11703 Written discussion closes...

... in the draft tube side walls would be due to the force couple developed by the expansive thrust downstream being resisted by the draft tube foundations. Initial modelling 12. At this stage a simple two-dimensional ®nite element model was undertaken to assess the e€ects of second-stage concrete expansion around...

...L ANASTASIADOU-PARTHENIOU; P G SAMUELS Automatic calibration of computational Proc. Instn Civ. Engrs Wat., Marit. river models & Energy, 1998, 130, Sept., 154±162 L. Anastasiadou-Partheniou, MSc, PhD and P. G. Samuels, PhD, FIMA, Paper 11665 MICE, McIWEM & The traditional method of calibrating...

... FLOW RESEARCH MODELS BENCHMARK REGIMES REACHES MODELLING MATHEMATICAL HYDROGRAPHS DATA DOMAIN HYDRODYNAMICS NUMERICAL FREE SURFACE COMPOUND CHANNELS TURBULENCE FRICTION CALIBRATION ALGORITHMS ROUTING CULM STOUR SEVERN BLACKWATER MISSOURI UK USA UNITED STATES...

...M GUNAL; R NARAYANAN; SIMPLE © Thomas Telford and ICE 1998 UMIST MANCHESTER UNIVERSITY SCIENCE & TECHNOLOGY INSTITUTE TURBULENCE MODELLING SUBMERGED HYDRAULICS JUMP BOUNDARIES BOUNDARY FITTED COORDINATES FITTED MODELS FLOW WATER SURFACES TWO DIMENSIONAL FINITE...

...S DEY; BOUSSINESQ; NIKURADSE © Thomas Telford and ICE 1998 DURGAPUR REGIONAL ENGINEERING COLLEGE HYDRAULICS CHANNELS ROUGH RECTANGULAR OVERFALLS FREE MODELS THEORY EQUATIONS STREAMLINES CURVATURE SURFACES DIFFERENTIAL SOLUTIONS SIMULTANEOUS METHODS ESTIMATING...

... of physical model studies. A staggered arrangement of blocks in double rows on the apron provided a satisfactory deceleration of the stream and acceptable flow patterns. A simple analytical technique using an estimated drag coefficient has been put forward as a rational approach to the design of roughness...

...A D BATES; G A RANKINE © Thomas Telford and ICE 1997 BECKETT RANKINE ANTHONY BATES PORTS DEEPENING NAVIGATION APPROACHES CHANNELS ENTRANCES DREDGING ENVIRONMENT PROJECTS MAINTENANCE MONITORING MATHEMATICAL MODELLING MODELS LONDONDERRY LOUGH FOYLE ULSTER...

... MEDIA NUMERICAL THREE DIMENSIONAL SEEPAGE SOLID MECHANICS FINITE ELEMENTS BOUNDARY ELEMENTS METHODS PROJECTS WATER HEADRACE TAILRACE LININGS INSTRUMENTS INSTRUMENTATION RESPONSES STRAIN GAUGES MODELS MODELLING HYDROPOWER CONCRETE CRACKS HYDROELECTRICITY STRESS REINFORCEMENT...

... importanceof the major intricate networkof river channelsT. he rivers is clear. The greater partof the resource impacts of development can ripple of the major rivers presents a problemof flood- through thesystem and modelling was ing, and from a water resources standpoint required to assess these. The nature...

...D J BALL; P K STANSBY; N ALLISON; STROUHAL © Thomas Telford and ICE 1996 MANCHESTER UNIVERSITY PILES WATER SHALLOW FLOW MODELLING GROUPS MODELS VELOCITY PARTICLES TRACKING VELOCIMETRY WAKE OSCILLATIONS COMPUTERS RIVERS STROUHAL NUMBERS MARINE ENVIRONMENT FIELDS...

...A CALVER; TATE © Thomas Telford and ICE 1996 INSTITUTE OF HYDROLOGY RAINFALL RUNOFF MODELS EXPERIENCE DEVELOPMENT RESPONSES FUNCTIONS TECHNIQUES METHODS CATCHMENTS VELOCITY HYDROLOGY AREAS DISTANCE PERFORMANCE FLOW SERIES DURATION FLOODS FREQUENCY ESTIMATION...

...D W KNIGHT; J BORIS ABRIL C; NAVIER STOKES RIVERS CHANNELS COMPOUND MODELS CALIBRATION DEPTH AVERAGED REFINED FLOW TURBULENT MODELLING SIMULATION NUMERICAL OVERBANK COEFFICIENTS FRICTION LOCAL FACTORS EDDIES VISCOSITY SECONDARY HYDRAULICS FCF FLOODS FACILITIES SEDIMENTS...