...G M SMART © Thomas Telford and ICE 1999 NEW ZEALAND NATIONAL WATER & ATMOSPHERIC RESEARCH INSTITUTE CHRISTCHURCH CHANNELS ALLUVIAL FLOW RESISTANCE FRICTION COEFFICIENTS HYDRAULICS HYDRODYNAMICS RIVERS FORCES BEDS PREDICTION ROUGHNESS WATER MODELS VELOCITY...

...A CALVER; R LAMB; S E MORRIS; PARETO; POISSON © Thomas Telford and ICE 1999 HYDROLOGY INSTITUTE WALLINGFORD 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...

... HEIGHT COASTS METHODS DEFENCES TESTS MODELS PREDICTION EFFECT ENGLAND WALES UK Mean overtopping rate in swell and bimodal seas Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Dec., 235±238 P. J. Hawkes, PhD & Mean overtopping rate is a key criterion in the design of sea...

... FLOODBANKS FLOOD PLAINS RESISTANCE COEFFICIENTS DOMAIN INFLUENCE VISCOSITY ROUGHNESS CAPACITY HYDRAULICS HYDRODYNAMICS RIVERS DATA FACILITIES WATER PARAMETERS MODELS EXPERIMENTS ACCURACY CALCULATING PROCEDURE APPLICATIONS RIVER RODING ESSEX ENGLAND UK Conveyance...

...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 Modelling rectangular overfalls using Boussinesq equations Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, June, 77±80 A. A. Khan, PhD & The Boussinesq equations are applied to model numerically both the upstream ¯ow...

...S DEY Time-variation of scour in the vicinity of circular piers Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, June, 67±75 S. Dey, BE(Civil), MTech, PhD, MIAHR & A theoretical model is presented to estimate the time-variation of scour depth in an evolving scour hole at circular piers...

...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...

... engineering; mathematical modelling Notation A wave amplitude Aa wave amplitude at water surface za a0 wave amplitude at incident boundary C wave celerity C1 to C7 de®ned coecients Cg wave group velocity F de®ned function of integral terms g gravity acceleration H distance from the sea bottom to water...

...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...

... 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...

... MONITORING DAMS REHABILITATION RENOVATION DETERIORATION FLOORS HALLS MACHINES MACHINERY GENERATORS TURBINES MODELS MODELLING TORORO CEMENT STABILITY STRUCTURES ANCHORS PRESTRESSED REFURBISHMENT SITE INVESTIGATION FINITE ELEMENTS OWEN FALLS UGANDA AFRICA The effect...

...L ANASTASIADOU-PARTHENIOU; P G SAMUELS © Thomas Telford and ICE 1998 ARISTOTLE UNIVERSITY THESSALONIKI HR WALLINGFORD RIVERS MODELS CALIBRATION AUTOMATIC COMPUTATIONAL METHODS PARAMETERS FUNCTIONS HYDROGRAPHS FLOW RESISTANCE HYDRODYNAMICS ONE DIMENSIONAL FINITE...

...: hydraulics & hydrodynamics; mathematical modelling; river engineering Notation A ¯ow cross-sectional area b width of channel d diameter of pipe D characteristic length representing energy dissipation capacity of boundary Dr characteristic length scale for rough boundary Ds characteristic length scale...

... DIMENSIONAL VALIDATION INTERNAL EXTERNAL 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...

...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...

...T S HEDGES; M T REIS; M W OWEN © Thomas Telford and ICE 1998 PORTUGAL NATIONAL LABORATORY OF CIVIL ENGINEERING LIVERPOOL UNIVERSITY LNEC SEA WALLS WAVES OVERTOPPING RANDOM WALLS SEA MODELS REGRESSION STRUCTURES MARITIME MARINE ENVIRONMENT IMPACT PREDICTION RATES...

...S DEY; BOUSSINESQ; NIKURADSE EVALUATION OF RESPONSE OF BRICKWORK ARCH 1111 2 Free overfall in rough rectangular 3 4 channels: a computational 5 6 approach 7 8 S. Dey, BE(Civil), MTech, PhD 9 1011 1 This paper presents a theoretical model to determine the end depth of a free overfall...

... particles lying at threshold on the channel boundary. The combination of this function with the Shiono and Knight depth-averaged momentum equation, the threshold condition of Ackers and White and the resistance law of White, Paris and Bettess gives a physically-based geometric model for the design...

... METHODS STORAGE STORMS RUNOFF STORMWATER SIMULATION METHODS RAINFALL DURATION RETURN PERIODS SEA LEVELS CATCHMENTS MODELS © Thomas Telford and ICE 1997 RUNNING HEAD HUGHES AND GORJIBANDBY The analysis of surface water detention ponds for tidally affected drainage outfalls T. G...