...K H M ALI; K GEORGIADIS LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS...

...J J J CHEN; A D ACKLAND © Thomas Telford and ICE 1990 AUCKLAND UNIVERSITY CORRELATION LAMINAR TRANSITIONAL TURBULENT FLOW FRICTION FACTORS CONTINUOUS EQUATIONS REGIMES INTERMITTENCY REPRESENTATION APPROXIMATION PROBABILITY DISTRIBUTION CALCULATIONS Proc. Instn Ciu...

...N RAJARATNAM; L FLINT PETERSEN; REYNOLDS © Thomas Telford and ICE 1989 ALBERTA UNIVERSITY EDMONTON BC HYDRO VANCOUVER LOW REYNOLDS NUMBERS CIRCULAR TURBULENT JETS EXPERIMENTS PHOTOGRAPHY BEHAVIOUR SUBMERGED WATER WALLS VARIATIONS INITIAL LAMINAR LENGTH RATE GROWTH...

...SH CHUE; DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY FRICTION SKIN PIPES LAW UNIVERSAL EQUATIONS FLOW TURBULENT LAMINAR LOGARITHMIC Proc. Instn Ciu. Engrs, Part 2, 1984,77, Dec., 519-522 DISCUSSION O N TECHNICAL NOTE 399 A pipe...

...SH CHUE; REYNOLDS JURUTERA KONSULTANT PIPES SKIN FRICTION LAWS UNIVERSAL TURBULENT FLOW LAMINAR REGIMES TRANSITION COMPUTERS REYNOLDS NUMBERS APPLICATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 4 3 4 8 TECHNICAL NOTE 399 A pipe...

... of the plastic zone is achieved by making simplifying assumptions regarding the distributions of laminar shear in the elastic regions. Solutions are presented for three standard load cases: a uniformly distributed loading, a triangularly distributed loading and a point load at the top. Thelevel of accuracy...

...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...

...DIH BARR; REYNOLDS; J ALLEN; COLEBROOK WHITE © Thomas Telford and ICE 1980 QUEEN MARY COLLEGE TRANSITION FLOW REYNOLDS NUMBERS EQUATIONS LAMINAR METHODS PIPES TURBULENT ROUGHNESS Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1075-1076 TN 260 DISCUSSION The transition from...

...DIH BARR; REYNOLDS; COLEBROOK WHITE © Thomas Telford and ICE 1980 STRATHCLYDE UNIVERSITY TRANSITION FLOW REYNOLDS NUMBERS TESTS TIME CONTINUOUS LAMINAR NUMERICAL EQUATIONS CALCULATIONS COMPLIANCE RESISTANCE TURBULENT REPRESENTATION REGIMES COMBINED ROUGH Proc...

...DIH BARR; O REYNOLDS © Thomas Telford and ICE 1979 STRATHCLYDE UNIVERSITY TURBULENT FLOW RESISTANCE FORMULAE NON DIMENSIONAL CHANNELS LAMINAR METHODS DESIGN REYNOLDS NUMBERS LAWS PIPES DIAMETER VELOCITY WATER TEMPERATURE SMOOTH ROUGH Proc. Imfn Civ. Engrs, Part 2...

... TESTS OSCILLATIONS LAMINAR TURBULENCE WAVES METHODS EQUILIBRIUM STILL Proc. Instn Civ. Engrs, Part 2, 1975, 59, June, 309-322 7794 Transinition oscillatory flow over rippled beds Velocity measurements were made inorder to investigate theway in which oscillatory flow over rippled beds becomes...

... NUMBERS LAMINAR ROUGH REYNOLDS NUMBERS RAINFALL TESTS BOUNDARIES DIMENSIONAL TWO DIMENSIONAL RESISTANCE CONCENTRATION Proc. Znstn Civ. Engrs, Part 2, 1975, 59, Mar., 21-41 7739 Friction coefficients for laminar sheet flow over rough surfaces H. 0. PHELPS, BSc, DIC, PhD, F E E * An accurate...

... involved. Laboratory tests, which form the basis of this Note, were carried out and plotted in the conventional form of friction factor against Reynolds' number. These graphs give information on flow in the laminar region and on the different types of change to transitional...

...J ALLEN; T M G CLOUGHLEY; M I ULLAH; H O PHELPS © Thomas Telford and ICE 1967 WEST INDIES UNIVERSITY CAMBRIDGE UNIVERSITY FLOW OPEN RECTANGULAR SHAPE MODELS WATER CHANNELS LAMINAR DESIGN SMOOTH NARROW T SHAPED HYDRAULIC VELOCITY Discussion on Paper No. 6946...

... ESTIMATES EQUATIONS TURBULENT LAMINAR TRANSITION For written discussion* Paper No. 6946 THE FLOW OF WATER THROUGH SMOOTH OPEN CHANNELS OF NARROWRECTANGULAR AND T-SHAPEDCROSSSECTIONS John Allen, M.Sc., Ph.D., A.M.I.C.E. SeniorLecturer in Civil Engineering,QueenMaryCollege,University of London...

... laminar layer would re-attach to the crest in a laminar state, provided the crest length, L, was not small. This argument was based on such factors as the lack of an adverse pressure gradient over the aft portion of the crest and the inability of turbulence to exist in the presence of the relatively large...

...J ALLEN; REYNOLDS © Thomas Telford and ICE 1964 QUEEN MARY COLLEGE FLOW INCOMPRESSIBLE FLUIDS CORRUGATED PIPES EXPERIMENTS TESTS LAMINAR REYNOLDS NUMBERS PITCH CORRUGATION PIPING LOSS HEADS RATES DISCHARGES EXPERIMENTS DIMENSIONAL Paper No. 6696 FLOW...

...G D MATTHEW © Thomas Telford and ICE 1963 ABERDEEN UNIVERSITY INFLUENCE CURVATURE SURFACE TENSION VISCOSITY WEIRS ROUND CRESTED THEORY GEOMETRY WATER DISCHARGES RATIOS FLOW POTENTIAL VISCOUS FLUIDS SIMPLE LAMINAR BOUNDARIES LAYERS BOUNDARY LAYERS APPLICATIONS...