...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...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

... 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; S SOLANKI; BOUSSINESQ; RICHARDSON ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY TRANSVERSE VERTICAL LINEAR...

.... 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...

... direction is 4-5 times larger than the one in the y direction For three-dimensional wall jets, growing on a smooth wall,it has beenfound5 thatomission of wall shear stresses in the forward momentum conservation relationshipresults in anerror of about 5% in predicting the maximumvelocity U,, at a distanceof...

... MECHANISMS METHODS SHEAR STRESS FLOOD 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...

...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...

... 0.66 makes it impossible to obtain a direct solution for the improvement factor, equal to Cm1/Cm2.If the term is assumed to be small and is consequentlyignored, equation (15) becomessimilar to equation (7)-the condition of no initial momentum. In that case the improvement factor is given by equation...

... 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...

... November 1969. * Department of Civil Engineering, University of Liverpool. 157 WHITTINGTONANDALI Fig. 1. Drowned jump at the foot of a spillway Considerations of momentum and energy lead to very simple and well known results. The free jumpinduced byachangeindirection of the sidewall (corresponding...

...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...