...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...N RAJARATNAM; RL POWLEY © Thomas Telford and ICE 1990 ALBERTA UNIVERSITY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON © Thomas Telford and ICE 1989 ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY...

.... Thevelocity decay and other mean characteristics of the jet are studied experimentally.Modifiedscales for velocityandwidthof thejethavebeenintroducedtoattain similarity ofthe flow field. Notation length scale inX-y plane of symmetry coefficientof skin friction jet diameter momentum fluxat the emux section...

...RA FALCONER © Thomas Telford and ICE 1984 BIRMINGHAM UNIVERSITY FILL MATHEMATICS MODELS STUDIES SHALLOW CHARACTERISTICS FLUSHING BAYS TIDAL HYDRAULIC BOUNDARIES CONFIGURATION MASS OUTLINES NON LINEAR EQUATIONS MOMENTUM ADVECTIVE DIFFUSION SOLUTIONS NUMERICAL...

... VELOCITY FIELD EXPERIMENTAL VALUE OBSERVATIONS ANALYSIS EQUIPMENT SINGLE MOMENTUM FRICTIONLESS Proc. Instn Civ. Engrs, Part 2, 1983,75,Dec., 735-749 TECHNICAL NOTE 376 Three-dimensional wall jets frommultiple outlets B. S. PAN1 PhD* R. N. DASH PhD? The available equations for three...

... PLAINS INTERFACE EQUATIONS VELOCITY MOMENTUM TURBULENT MAGNITUDE HYDROMETRY DISTRIBUTION HYDRAULIC RADIUS DEPTH ASYMMETRICAL Proc. Instn Ciu.Engrs. Part 2, 1982,73, Dec., 849-855 TN 328 DISCUSSION Rating curves for rivers with overbank flow D. A. ERVINE & J. I. BAIRD P r o f e s s o r G...

...J ALLEN; REYNOLDS © Thomas Telford and ICE 1981 QUEEN MARY COLLEGE BOUNDARIES MOMENTUM SOLID LAMINAR EDDIES GOVERNING NEWTONIAN THEORY SHEAR RATIOS AREAS TURBULENCE MECHANISMS GROWTH NON NEWTONIAN PIPES STRESS FLUX FLOW QUANTITIES FLUIDS REYNOLDS NUMBERS...

...JJ SHARP © Thomas Telford and ICE 1978 NEWFOUNDLAND MEMORIAL UNIVERSITY DEVICES OUTFALLS THEORY BEHAVIOUR DISCHARGES IMPROVEMENT BUOYANCY DILUTION EFFLUENT PREDICTION ANALYSIS EQUATIONS FACTORS MOMENTUM OCEANS PRE DILUTION JETS DEPTH WATER FLOW Proc. Inrrn Civ...

... EXPERIMENTS STRESS MOMENTUM TRAPEZOIDAL THEORY DEPTH FRICTION EXPERIMENTS PROFILES DOWNSTREAM SOLUTIONS PROCEDURE SURFACE NON DIMENSIONAL Proc. Instn Ciu. Engrs, Part 2, 1977, 63,Mar., 203-214 TN 153 Hydraujluicmtripnaspezoidal and triangular channels Theoretical relations between the initial...

... MATHEMATICS MODELLING PIPES UNSTEADY EQUATIONS MOMENTUM METHODS OPTIMUM DEVELOPMENT HYDRODYNAMICS STORMWATER MODELS HYDRAULICS FLOW ANALYSIS GOVERNING FRICTION TRANSITIONAL FEASIBILITY AIRPORTS INVESTIGATIONS OPEN MAPLIN UK Proc. Instn Civ. Engrs, Part 2, 1975, 59, Mar., 91...

... WALLS FORCES PRESSURE TUNNELS VELOCITY METHODS COMPRESSIBLE THEORY PROGRAMS BOUNDARIES FRICTION MOMENTUM 7365 The prediction of the magnitudes of pressure transients generated by a train entering a single tunnel J. A. FOX, BSc, MICE' D. A. HENSON, BSC. PhDt The aim of the investigation...

...RB WHITTINGTON; KM ALI; AT IPPEN © Thomas Telford and ICE 1969 LIVERPOOL UNIVERSITY CONVERGENT FLOW EQUATIONS SHOCKS CONVERGENCE MODELS SPILLWAYS WATER STILLING JUMP SUPERCRITICAL OBLIQUE EXPERIMENTS ENERGY DESIGN VELOCITY PROFILES BASINS SWEEP OUT MOMENTUM WAVES...

...V K COLLINGE © Thomas Telford and ICE 1957 MERSEY RIVER BOARD HYDRAULICS SIDES SPILLWAYS DISCHARGES CAPACITY WEIRS THEORY SOLUTIONS MOMENTUM CONSTANT TOTAL ENERGY VELOCITY FLOW CHANNELS COEFFICIENTS NAPPE INVESTIGATIONS EFFECT MOVEMENT BEDS LOADS LIMITING...