...T NAKAGAWA; S MIYAE; H ITAYA © Thomas Telford and ICE 1989 KANAZAWA TECHNOLOGY INSTITUTE KANAZAWA UNIVERSITY JAPAN CANALS TECHNOLOGY EXCAVATING SYSTEMS HEADS BENDS CONSTRUCTION ESTIMATING METHODS WORKS HYDRAULICS WATER LOSS ROCKS TECHNIQUES DISCHARGES WATER SUPPLY...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECNHONTICEAL 519 WATER ENGINGEREROIUNPG Effect of bed superelevation on thfleow in rigid open channel bends K. H. M. ALI, BEng, MEng, PhD* M. M. MENDIS, BEng...

... tunnels, would also be appreciated. With the benefit of hindsight, do the Authors believe thatthe methods actually adopted were the most appropriate for the conditions? 37. With regard to compressed air working, I note that the overall bends rate as given in Tables 3 and 4 is considerably higher than...

... APPROACHES VELOCITY INVESTIGATIONS STREAMLINES CREST DISCHARGES WATER GEOMETRY CHANNELS BENDS EQUATIONS COEFFICIENTS Proc. Insrn Ciu. Engrs, Part 2,-1980, 69, Mar., 111-138 8309 Theoretical and experimental investigation of air-regulated siphons K. H. M.ALI, M h g . PhD* D. PATEMAN, BEng...

...J A FOX; D J BALL; TM PRUS CHACINSKI; B C YEN © Thomas Telford and ICE 1968 ANALYSIS OPEN MOTION SECONDARY CHANNELS FLOW BENDS 7087 DISCUSSION The analysisof secondary flow in bends of open channels J. A. FOX & D. J. BALL T. M. Prus-Chacinski, Partner, C. H. Dobbie & Partners...

...J A FOX; D J BALL © Thomas Telford and ICE 1968 LEEDS UNIVESITY MANCHESTER UNIVERSITY ANALYSIS BENDS THEORY METHODS COMPUTERS SECONDARY OPEN PREDICTION FINITE DIFFERENCE PROGRAMS FLOW CHANNELS TECHNIQUES EXPERIMENTS 7087 The analysis of secondary flow in bends...

... SUPERELEVATION FLOODS TRAPEZOIDAL FLOW BENDS MODELS RELIEF SHAPE ALPHIN BROOK Discussion on Paper No. 6952* Design of channels for supercritical flow by A. J. M. Harrison, B.Sc., Dip.H.E. (Delft), A.M.I.C.E. Mr A. M. R. Montagu (Sir M. MacDonaId and Partners) considered thatMr Harrison s Paper...

...E V FINN; H N CAREY; J R J KING STRAND LONDON KINGSWAY UK © Thomas Telford and ICE 1966 SIR FREDERICK SNOW JOHN MOWLEM UNDERPASSES ROADS CONVERSION DESIGN PROBLEMS WORKS TUNNELS ANCILLARY FINISHES VENTILATION LIGHTING SAFETY RAMPS BENDS...

...A J M HARRISON; HRS © Thomas Telford and ICE 1966 HYDRAULICS RESEARCH STATION HRS DESIGN CHANNELS FLOW SUPERCRITICAL WAVES BENDS SUPERELEVATION METHODS AMPLITUDE REDUCTION TRAPEZOIDAL NUMERICAL RECTANGULAR EXPERIMENTS THEORY CONTRACTION For written discussion...

... HYDRODYNAMICS MODELLING FORECASTS STORMS SURGES ACCURACY DEVELOPMENT WATER DENSITY ENERGY LOSS BENDS BEDS LATERAL DISCHARGES FRICTION THAMES ESTUARY RIVER THAMES UK For written discussion' No. Paper 6855 COMPUTATION OF TIDALCONDITIONS IN THE THAMES ESTUARYBY THE INITIALVALUEMETHOD...

...J ALLEN; S P CHEE; PRUS CHACINSKI; T M; D M MCDOWELL; F V A ENGEL; REYNOLDS © Thomas Telford and ICE 1963 C H DOBBIE CALCUTTA PORT COMMISSIONERS SIR M MACDONALD QUEEN MARY COLLEGE RESISTANCE FLOW WATER SMOOTH CIRCULAR BENDS OPEN CHANNELS LOSS RECTANGULAR EXPERIMENTS...

...J ALLEN; S P CHEE; REYNOLDS © Thomas Telford and ICE 1962 ABERDEEN UNIVERSITY RESISTANCE FLOW WATER SMOOTH CIRCULAR BENDS OPEN CHANNELS TESTS MODELS SCALE EFFECT REYNOLDS NUMBERS WIDTH DEPTH RATIOS HEADS LOSS HORIZONTAL VERTICAL RIVERS VELOCITY TORTUOUS FROUDE...

...R W PEARSON; J A CHAPPELL; RRL © Thomas Telford and ICE 1962 ROAD RESEARCH LABORATORY RRL DESIGN CONSTRUCTION RESEARCH TRACK ROADS LABORATORIES LAYOUT FACILITIES BENDS FLEXIBLE SERVICE PILLARS VEHICLES CABLES WETTING DETECTION GUIDANCE CONTROL SYSTEMS CAMBER...

...W EASTWOOD; E J SARGINSON; A BREBNER; J ALLEN; R W BUCHANAN; H ADDISON © Thomas Telford and ICE 1961 QUEENS UNIVERSITY KINGSTON QUEEN MARY COLLEGE LONDON JAMES WILLIAMSON EFFECT TRANSITION CURVES LOSS HEADS BENDS PIPELINES TESTS WATER FLOW KINETICS ENERGY PIPES...

...W EASTWOOD; E J SARGINSON © Thomas Telford and ICE 1960 SHEFFIELD UNIVERSITY EFFECT TRANSITION CURVES LOSS HEADS BENDS PIPELINES EXPERIMENTS INVESTIGATIONS PIPES FLOW RIGHT ANGLES SPIRAL SUBTENDING ANGLES FORMS VARIATIONS SHARPNESS HYDRAULIC LAYOUT APPARATUS...