...G D MATTHEW; COLEBROOK WHITE FLUIDS FRICTION ROUGH VELOCITY EQUATIONS MECHANICS SMOOTH CONSTANTS DISTRIBUTION PIPES TRANSITION EXPRESSION Proc. Instn Cio. Engrs, Part 2,1990,89, Mar., 3 9 4 5 PAPER 9481 WATERGERNOGUIPNEERING The Colebrook-White equation-an oft cited result...

...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...

...GD MATTHEW; REYNOLDS © Thomas Telford and ICE 1986 ABERDEEN UNIVERSITY VELOCITY FRICTION FACTORS TURBULENT FLOW PIPES SMOOTH MIXING LENGTH FLUIDS WALLS REYNOLDS NUMBERS NUMBERS EQUATIONS PROFILES Proc. Instn Ciu.Engrs, Part 2,1986,81,June, 277-290 PAPER 9028...

... Colebrook-White formula were also recommended. Smooth pipe flow Techo, Tickner and Jamegs ave an approximation to the Prandtl equation (231 -Jf = 2.0 log - as - f = (0.86859 lnCRel(l.964 In(Re) - 3.8215 (2) wherefis the Darcy friction factor and Re theReynolds number. Equation (2) was shown to be accurate...

..., it is worth doing as correctly asis reasonably feasible. The Author appears to have erredin this respect. Firstly, there is thedubietyconcerningtheorigin of thelogarithmicapproximation tothe logarithmic smooth turbulentlaw. It is the latter lawwhich gives the componentof thecompletefunctionwhichresults...

...AR BOKAIAN © Thomas Telford and ICE 1982 LONDON CENTRE FOR MARINE TECHNOLOGY UNIVERSITY COLLEGE LONDON FAST WATER DEFLECTION TRANSVERSE WALLS EXPERIMENTS JETS FINITE DIMENSIONS OVERFLOWS SPILLWAYS SMOOTH VERTICAL PERPENDICULAR INITIAL FLOW STATE DEVELOPMENT...

...DA ERVINE; JI BAIRD © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY RATING CURVES RIVERS FLOW OVERBANK CHANNELS BANKS FLOODS FLOOD PLAINS DISCHARGES VALUE INTERACTION THEORY METHODS PREDICTION STAGE TURBULENT SHEAR JUNCTIONS FORCES IDEALISED BOUNDARIES SMOOTH...

... the best available overall assessment of resistance was adopted, using the basic ColebrookWhite function for smooth surfaces, and a generalized function, calibrated against uniform flow data, for the rough surfaces.The extent to which this wasjustified can be disputed. Nothing relevant can be deduced from...

...DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY SOLUTIONS RESISTANCE FLOW ROUGH ROUGHNESS VALUE MEAN UNIFORM SMOOTH LOGARITHMS EQUATIONS DIAMETER VELOCITY FUNCTIONS TURBULENT LAW TREATMENT APPROXIMATION DISCHARGES Proc. Instn Ch...

...CR SHAH; SH CHUE © Thomas Telford and ICE 1981 WAVES UNIVERSAL ROUGHNESS LARGE MAGNITUDE RUN UP SLOPES STEEPNESS SMALL FORMULAE EFFECT SMOOTH EQUATIONS Proc. Instn Civ. Engrs, Part 2, 1981, 71,June, 635-636 TN 274 DISCUSSION Wave run-up formula of universal applicability S...

...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...

... so long as the air flow is turbulent. It encompasses all the three flow regimes conceivable for a turbulent boundary layer over a deformable boundary: thehydraulically smooth andhydraulically rough regimes as well as the transition in between, which has been commonly referred to asthe regimeof...

...A KUMAR; COLEBROOK WHITE; J NIKURADSE FLOW PIPES PROFILES WALLS TURBULENT EXPERIMENTS EXPRESSION UNIFORM DESIGN FRICTION REGIMES FUNCTIONS QUASI ROUGH LOGARITHMIC FORMULATION ROUGHNESS SMOOTH DATA HEADS SURFACE NON UNIFORM TRANSITION FACTORS SAND MATHEMATICS GRAINS...

...DIH BARR; AK JAIN; TR FIETZ; COLEBROOK WHITE; EJ SARGINSON; REYNOLDS DIRECT APPROXIMATION FLOW FACTORS ROUGH METHODS FUNCTIONS EQUATIONS ANALYSIS SMOOTH SOLUTIONS EXPLICIT PIPES FRICTION REYNOLDS NUMBERS TURBULENT Proc. Instn Ciu. Engrs, Part 2, 1916,61, June, 489-491 TN 128...

...LR WOOTON; REYNOLDS © Thomas Telford and ICE 1969 NATIONAL PHYSICAL LABOORATORY OSCILLATIONS STACKS RESPONSES AERODYNAMICS AIR SMOOTH SUPERCRITICAL AMPLITUDE VELOCITY VORTEX CYLINDERS LARGE WIND MODELS FORCES TUNNELS REYNOLDS NUMBERS POLISHED ROUGHENED SHEDDING...

...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...

...J ALLEN; M I ULLAH; REYNOLDS © Thomas Telford and ICE 1967 QUEEN MARY COLLEGE LONDON LAHORE ENGINEERING OF TECHNOLOGY UNIVER FLOW WATER SMOOTH OPEN CHANNELS NARROW RECTANGULAR T SECTIONS SECTIONS T SHAPED SHAPE REYNOLDS NUMBERS FRICTION VELOCITY DISTRIBUTION MODELS...

...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...

..., B.C.E., Ph.D. Formerly research student,Marischal College, Aberdeen For written discussion SYNOPSIS THEpaper is intended to clarify certain aspects of the scale effect exhibited by models of openchannelscontainingbends.The apparently simplecase of a smooth...

... was applied to the linings when new, they remained ina smooth and new condition even after 30 in service. He had heard such a practice referred to as gilding the lily but he p r e ferred to think of the omission of bituminous paintas spoiling the ship fora ha porth of tar . No doubt the same principle...