...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

...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...

... HYDRAULIC SQUAT UNDULAR DRAWDOWN JUMP BEHAVIOUR Proc. InstnCiu.Engrs, Part 2,1985,79, June215-293 PAPER 8846 ENGMINAEREITRIMNGE GROUP Ships in restricted waters (critical conditions) D. HASLEWOOD, BSc, PhD, FIStructE, MICE, MIWES* Whenashiptravelsalongacanal,aplotofresistanceagainstvelocity starts...

... SUPERCRITICAL TOES TESTS QUASI POTENTIAL REGIONS DEPTH CONSTANT OUTLETS LATERAL DISCHARGES HYDRAULIC JUMP BEDS SEPARATION WAVES PATTERNS VELOCITY PROFILES MEAN CHARACTERISTICS TWO DIMENSIONAL CLASSICAL STREAMS IMPINGEMENT CONFIGURATION RESEARCH HORIZONTAL CHANNELS PLANE FORCED...

...PJ MASON SIR ALEXANDER GIBB HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE HEADS FLOW RANGE SPILLWAYS COSTS CONVEYANCING CHUTES VELOCITY TAILWATER CONCENTRATION INTERNATIONAL TECHNIQUES STRUCTURES ROCKS BASINS SIMPLE JUMP BAFFLES FREE...

...PW FRANCE; AP MAGALHAES PORTUGUESE LABORATORY OF CIVIL ENGINEERI -NG ANALYSIS HYDRAULIC JUMP RECTANGULAR CHANNELS DIVERGING CHARACTERISTICS THEORY EXPERIMENTS CONJUGATE DEPTH RATIOS LENGTH ANGLES UPSTREAM FROUDE NUMBERS © Thomas Telford and ICE 1982 Proc. Instn Civ...

...PW FRANCE © Thomas Telford and ICE 1981 UWIST ANALYSIS RECTANGULAR PARALLEL THEORY RATIOS FLUMES LOSS CLASSICAL HYDRAULIC CHANNELS SIDES EQUATIONS SEQUENTIAL EXPERIMENTS LENGTH VALUE PROCEDURE JUMP DIVERGING FROUDE NUMBERS DEPTH ANGLES LABORATORIES ENERGY...

...KHM ALI; A RIDGWAY; FROUDE; JJ SHARP © Thomas Telford and ICE 1977 NEWFOUNDLAND MEMORIAL UNIVERSITY HYDRAULIC TRIANGULAR EXPERIMENTS SWING VELOCITY SHEAR JUMP CHANNELS MECHANICS ASYMMETRY FROUDE NUMBERS TRAPEZOIDAL OBLIQUE FLOW EQUATIONS BOUNDARIES Proc. Instn...

...KHM ALI; A RIDGWAY; FROUDE © Thomas Telford and ICE 1977 LIVERPOOL UNIVERSITY HYDRAULIC TRIANGULAR RELATIONS FROUDE NUMBERS VELOCITY MEASUREMENT PRESSURE DESIGN LENGTH SHEAR EQUATIONS PLOTS JUMP CHANNELS INITIAL EFFECT DISTRIBUTION WATER UPSTREAM CHARTS...

...J ELLIS © Thomas Telford and ICE 1976 STRATHCLYDE UNIVERSITY GATES WAVES FLOW FLOODS CONDITIONS SIMULATION JUMP BEHAVIOUR METHODS SOLUTIONS SHALLOW ANALYSIS ACTION MOTION OPERATING FREE DOWNSTREAM CHANNELS CHARACTERISTICS PROBLEMS WATER UNDERFLOW TIDAL...

...LE DE M MAGALHAES; P MINTON; JJ SHARP © Thomas Telford and ICE 1975 NEWFOUNDLAND MEMORIAL UNIVERSITY DESIGN ENLARGEMENT FLOW THREE DIMENSIONAL HYDRAULIC SUDDEN GEOMETRY JUMP CHANNELS TRAPEZOIDAL Proc. Instn Ciu. Engrs, Part 2, 1975, 59. Sept., 569-570 TN 102 DISCUSSION...

...L E DE MAGALHAES; P MINTON DESIGN SUDDEN MODELS FORMATION FLOW HYDRAULIC ENLARGEMENT STUDIES JUNCTIONS GEOMETRY JUMP LABORATORIES MODELLING CHANNELS DOWNSTREAM LOURENCO MARQUES UNIVERSITY IMPERIAL COLLEGE © Thomas Telford and ICE 1975 Proc. Instn Ciu. Engrs, Part 2...

...JA FOX; IM GOODWILL; A VAN DER BEKEN; CR ROBINSON; DJ PHELPS; AA SMITH © Thomas Telford and ICE 1971 SPATIAL OPEN HYDRAULIC VARIATIONS CHANNELS JUMP FLOW ROUGHNESS 7298 DISCUSSION Spatially varied flow in open channels J. A. FOX & 1. M. GOODWILL Dr A. van der Beken, Research...

...JA FOX; IM GOODWILL; RW POWELL © Thomas Telford and ICE 1970 LEEDS UNIVERSITY RAILES AND PARTNERS ROME SPATIAL VARIATIONS HYDRAULIC DIFFERENTIAL SOLUTIONS STABILITY JUMP INFLOW FORMULAE RISE VARIED OPEN STRUCTURES EQUATIONS METHODS FINITE DIFFERENCE EFFECT SURFACES...

...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...

... of a hydraulic jump. 105. The Author rightly stresses the fact of boundary layer effects on discharge coefficient characteristics. However, no mention is made of a particular type of the hydraulic jump, namely the undular jump, which is related to predominant viscous influences. The presence of the undular jump...

...J ALLEN; SS HOQ; HI HAMID; AH SHAIKH; DIH BARR 7097 DISCUSSION The hydraulic jump and other phenomena associated with flow under rectangular sluice-gates J. ALLEN & H. 1. H A M I D Dr J. Allen, Senior Lecturer in Civil Engineering, Queen Mary College, University of London The Authors...

...J ALLEN; H I HAMID © Thomas Telford and ICE 1968 ABERDEEN UNIVERSITY KHARTOUM UNIVERSITY HYDRAULIC RECTANGULAR EXPERIMENTS CONCRETE NON UNIFORM FORMULAE ESTIMATING SCALE JUMP SLUICES CHANNELS THEORY SIMPLIFIED INFLUENCE DISTANCE MODELS SUBMERGENCE FLOW GATES...

...A A SMITH; J S YOUNGER © Thomas Telford and ICE 1968 STRATHCLYDE UNIVERSITY COMPUTERS ANALYSIS CHANNELS FLOW APPROXIMATION STEADY STATE SCREENS REACHES HYDRAULIC HEADS PROGRAMS AIDED DESIGN DIGITAL ACTION EQUIVALENT PROBLEMS PROFILES NON PRISMATIC JUMP PRISMATIC...

...J R D FRANCIS; H O PHELPS © Thomas Telford and ICE 1968 IMPERIAL COLLEGE TRINIDAD UNIVERSITY WEST INDIES OPEN FORCES RIVERS SUPERCRITICAL HYDRAULIC COEFFICIENTS PROBLEMS BEDS CHANNELS ANALYSIS VELOCITY RESISTANCE DRAG JUMP SENSITIVITY MEASUREMENT CALCULATIONS FLOW...