...T O DONOGHUE; J SUTHERLAND © Thomas Telford and ICE 1999 ABERDEEN UNIVERSITY HR WALLINGFORD UK COASTAL RESEARCH FACILITY COASTS STRUCTURES COASTAL RANDOM WAVES KINEMATICS LINEAR THEORY METHODS PREDICTION EMPIRICAL EQUATIONS REFLECTION COEFFICIENTS PHASE SHIFT...

...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...

...B LI; C A FLEMING; BOUSSINESQ; J C W BERKHOFF © Thomas Telford and ICE 1999 HALCROW GROUP HALCROW MARITIME WAVES PROPAGATION SLOPES MILD EQUATIONS MODIFIED VELOCITY DISTRIBUTION POTENTIAL WATER COLUMNS VARIATIONAL LINEAR NON LINEAR DERIVED SOLUTIONS NUMERICAL...

... entrainment. This paper investigates three mechanisms of air entrainment suggesting broad-brush equations to predict the aeration rate. Air bubble transport in closed conduits downstream of the entrainment point is also considered. This section deals with threshold conditions to transport air bubbles...

... VOLUME METHODS MOTION EQUATIONS TRANSPORT FROUDE NUMBERS SUBMERGENCE CALCULATING ALGORITHMS SYSTEMS CALCULATIONS PREDICTION NUMERICAL EXPERIMENTS HYDRODYNAMICS MATHEMATICAL DAMS BARRAGES GOVERNING PLANE TRANSFORMATION CONDITIONS k±e turbulence modelling of submerged hydraulic jump...

...H CHANSON; P NOVAK © Thomas Telford and ICE 1998 OXYGEN CONTENT PREDICTION DOWNSTREAM WEIRS SPILLWAYS WATERWAYS SURFACE AERATION EQUATIONS HYDRAULICS JUMP Predicting oxygen content downstream of weirs, spillways and waterways H. Chanson DISCUSSION Proc. Instn Civ. Engrs Wat...

...F RAEMY; W H HAGER; VAW © Thomas Telford and ICE 1998 VERSUCHSANSTALT FUR WASSERBAU HYDROLOGIE UND GLAZIOLOGIE VAW HYDRAULICS LEVELS CONTROL HINGED FLAPS GATES WATER FLOW AUTOMATIC HYDRODYNAMICS PRESSURE EQUATIONS MOMENTS COUNTERWEIGHTS SEWERS IRRIGATION CHANNELS...

...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...

...G YU; D W KNIGHT; SHIONO; ACKERS; WHITE; PARIS; BETTESS © Thomas Telford and ICE 1998 SICHUAN UNION UNIVERSITY BIRMINGHAM UNIVERSITY RIVERS HYDRAULICS GEOMETRY SELF FORMED CHANNELS THRESHOLD UNIFORM MATERIALS BEDS BOUNDARIES STATIC EQUILIBRIUM FUNCTIONS EQUATIONS...

...D BUTLER; R W P MAY; J C ACKERS; M J MARRIOTT HERTFORDSHIRE UNIVERSITY SEWERS TRANSPORT DESIGN SEDIMENTS VELOCITY BEDS ROUGHNESS EQUATIONS © Thomas Telford and ICE 1997 RUNNING HEAD RUNNING HEAD DISCUSSION Sediment transport in sewers. Part 1: Background Part 2: Design D...

... BEDS SLOPES NUMERICAL MODELS MOVEMENT MATHEMATICAL COMPUTERS COHESIVE FLOC SETTLEMENT ESTUARINE POWER LAWS NON NEWTONIAN POWER DISTRIBUTION TESTS DENSITY VELOCITY THICKNESS FLOW SHEAR EQUATIONS ELEVATION SEAFORTH DOCK LIVERPOOL UK RUNNING HEAD RUNNING HEAD ALI ET...

..., the solution of the hydrodynamics canbe either coupled to or uncoupled from the solution of the transport sediment processes, the hydrodynamic simula- tion can employ either steady or unsteadfylow Characteristic length equations, sediment transport is often assumed to be in equilibrium with the capacityof...

... EQUATIONS EXPERIMENTS DAMS ONE DIMENSIONAL Generalized drawdown curvefor chutes R. Reinauerand W.H. Hager VAW,ETH-Zentrum, CH-8092 Zurich, Switzerland Proc. Instn Civ. Engrs Wat., Marit. &Energy, 1996, 118,Sept., 196-198 Technical Note 657 Written discussion closes 15 November 1996 196 A generalized...

...S CAO; D W KNIGHT © Thomas Telford and ICE 1996 SICHUAN UNION UNIVERSITY BIRMINGHAM UNIVERSITY STREAMS POWER PROBABILITY CHANNELS ALLUVIAL REGIMES THEORY STABLE FLUVIAL EQUATIONS ASPECT RATIOS PROCESS COEFFICIENTS RESISTANCE SEDIMENTS TRANSPORT FORMULAE DEPTH...

... FLOW REGIMES EFFECT EQUATIONS SUSPENSION UK BUTLER ET AL. demonstrate an apparent cohesive strength fine particles (30 pm d,, ...

...T M SIWIEC; J K WHITE WARSAW UNIVERSITY QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY PUMPS INSTALLATION DESIGN PROCEDURE MULTI JET JETS METHODS CALCULATING FLOW HEADS LOSS PIPES DEWATERING FOUNDATIONS EXCAVATIONS FINE SOILS CONSTITUTIVE EQUATIONS MODELLING...

... MODELLING PREDICTION TECHNIQUES METHODS MODELS FREE SURFACE FLOW COMPOUND CHANNELS MESHING STRATEGIES WETTING DRYING SOLUTIONS DOMAIN EQUATIONS PARTIAL DIFFERENTIAL SECOND ORDER GOVERNING MESHES FLOOD PLAINS RIVER CULM DEVON UK Proc. Insh Ciu. EngWras t., Marit. &Energy...

...O ADERIBIGBE; N RAJARATNAM SCOUR REDUCTION SUBMERGED IMPINGING JETS SCREENS LABORATORIES STUDIES EROSION SAND BEDS CIRCULAR PLANE IMPACT MULTIPLE REGRESSION ANALYSIS PREDICTION LENGTH ASYMPTOTIC STATE EQUATIONS DYNAMIC DEPTH EXPERIMENTS WATER FLOW PATTERNS...

... FILTERS PERFORMANCE EQUATIONS COEFFICIENTS INTENSITY VELOCITY WATER DEPTH DOWNSTREAM SCOUR PREVENTION CURRENTS PARTICLES MOVEMENT INITIATION REVETMENTS RIGS MATERIALS FLUMES UNDERLAYERS GRANULAR ARMOUR LAYERS HYDRAULIC STRUCTURES PROFILES HYDRAULICS Stability of riprap...

...B S PIPER; J V SUTCLIFFE; Y P PARKS; D T EDMONDS DAMS HYDROLOGY ANALYSIS PROJECTS WATER RAINFALL RUNOFF EVAPORATION EQUATIONS EVAPOTRANSPIRATION VICTORIA DAM SRI LANKA ASIA DISCUSSION The Victoria Project, Sri Lanka Hydrological analysisfor Victoria Dam Proc. Instn Civ...