...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...

...JJJ CHEN; COLEBROOK WHITE; PRANDTL; REYNOLDS; BLASIUS SYSTEMATIC EXPLICIT SOLUTIONS EQUATIONS FLOW PIPES VALUE REYNOLDS NUMBERS ACCURACY FORMULAE FRICTION FACTORS ROUGH SMOOTH Proc. Instn Ch.Engrs, Part 2,1985,79,June, 383-389 TECNHONTICEAL 431 WATER ENGINGEERROIUNPG Systematic...

...R BETTESS © Thomas Telford and ICE 1984 HYDRAULICS RESEARCH SEDIMENTS TRANSPORT STREAMS GRAVEL COARSE TURBULENT ROUGH SLOPES FLOW DISCHARGES CURVES RATIOS DEPTH DIAMETER CHANNELS SAND BEDS MOTION METHODS FRICTION LAWS Proc. Instn Civ Engrs, Part 2, 1984,77, Mar...

... of iteration. Simplified usage versions of accurate approximation can then be deduced as appropriate for restricted conditions. In all cases, the assessment of piezometric gradient can readily be made to cover laminar flow, as well as turbulentflow resistance, where median commercial roughness obtains...

... experiments by the Authors, roughness sizes of 0.127 ft have been used. What were the depths involved in these experiments? If they wereof the Table 1. Percentage difference between depthsusing Manning's formula and Colebrook-White formula in friction slope evaluation; Favre's experiment 7 series 111 (7...

...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...

....'sThroughout,the rough turbulent Chezy or Manning resistance formulae have been adopted. Reflections of 'the front wave have not been studied. Written discussion closes 15 August, 1980, for publication in Proceedings, Part 2. * Department of Civil Engineering, University of Strathclyde. t Jorhat Engineering...

...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 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, 1979,67, Sept., 743-750 8227...

...SH CHUE © Thomas Telford and ICE 1978 MALAYA UNIVERSITY UNIVERSAL SURFACE AIR COEFFICIENTS FLOW BOUNDARY LAYERS HYDRAULIC TRANSITION CHARACTERISTICS HIGH SIMILARITY PROFILES FRICTION WIND ROUGHNESS SEA ARBITRARY TURBULENT DEFORMATION ROUGH ROUGHNESS CONSTANT...

...A KUMAR Proc. Instn C h . Engrs, Part 2, 1978, 65, June, 439-453 TN 189 Quasi-rough pipes with transverse roughness A. K U M A R , EE(Poona). DHE(Delft)* A simple mathematical model based on the logarithmic velocity profile, with the origin expressed to include the varying influence of roughness...

...A KUMAR; COLEBROOK WHITE; J NIKURADSE Proc. Instn Ciu. Engrs, Part 2, 1976, 61, Dec., 137-756 7956 Flow through quasi-rough circular pipes A logarithmic velocity profile has been used, in conjunction with a formulatifoonr the origin of the profileto, study the nature of wall roughness...

...DIH BARR; AK JAIN; TR FIETZ; COLEBROOK WHITE; EJ SARGINSON; REYNOLDS © Thomas Telford and ICE 1976 NEW SOUTH WALES UNIVERSITY SHEFFIELD UNIVERSITY ROORKEE UNIVERSITY RAIPUR GOVERNMENT COLLEGE DIRECT APPROXIMATION FLOW FACTORS ROUGH METHODS FUNCTIONS EQUATIONS ANALYSIS...

...HO PHELPS; DARCY; REYNOLDS 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 evaluation of the Darcy coefficient of friction for sheet flow over rough...

...SN GHOSH © Thomas Telford and ICE 1973 INDIAN INSTITUTE OF TECHNOLOGY KHARAGPUR BOUNDARIES CHANNELS ROUGHNESS OVERBANK SHEAR ROUGH INTERACTION INBANK DISTRIBUTION COMPOUND FLOW 7592 SYNOPSIS Boundary shear distribution in a rough compound channel S. N. GHOSH, BTech(Hon8...

... EXPERIMENTS CIRCULAR COMPRESSED FLOW SUBCRITICAL PEAK REGIMES ROUGH 7188 The oscillations of large circular stacks in wind L. R. WOOTTON. BSc' The results of an experiment on theresponse of model stacks free to oscillate under the influence of aerodynamic forces in a compressed air tunnel...