...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...

...) 0.03084 0.02587 0,02090 0.01800 0-01 564 0.01316 0.01164 0.01037 Equation (11) 0.03087 0.02589 0.02091 0.0 1800 0,01565 0.01316 0.01165 0.01037 5000000 0.00898 040898 0,00898 0.00898 10000000 0.00810 0.008 10 0@0810 0,00810 Flow in rough pipes 9. Colebrook and White combined equation (1)with the von...

...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...

... CONTINUOUS CALCULATIONS EQUATIONS ST VENANT FORMULAE EVALUATION MANNING FORMULA FRICTION SLOPES TERMS EXPERIMENTS NUMERICAL ROUGH TURBULENT Proc. Instn Ciu.Engrs, Part 2,1982,73,June, 53s537 TN 310 DISCUSSION Simulation of surges after removal of a separating barrier between shallower...

... 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...

...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 © 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...

...SH CHUE Proc. Instn Cio. Engrs, Part 2, 1978, 65, Dec., 929-933 TN 202 Universal wind stress and surface roughness laws a t the air-sea interface S. H. CHUE, BE, BSc(Specia1). PhD' A wind stress lawcapable of givingthe wind stress coefficientat arbitrarywind speeds is proposed. This law is valid...

...A KUMAR QUASI ROUGH ROUGHNESS MODELS PROFILES FLOW EXPRESSION RESISTANCE GRAINS EQUATIONS WALLS TRANSITIONAL PIPES SIMPLE LOGARITHMIC INFLUENCE EXPERIMENTAL ORIGINS CHARACTERISTICS NATURAL HYDRAULIC REGIMES FORMULATION TRANSVERSE MATHEMATICS VELOCITY ELEMENTS DATA...

...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...

...HO PHELPS; DARCY; REYNOLDS © Thomas Telford and ICE 1975 WEST INDIES UNIVERSITY FRICTION SHEET SURFACES MATHEMATICS MODELLING TRANSITION TURBULENT SPECIFICATIONS SIZE RATIOS COEFFICIENTS FLOW MODELS RUNOFF ROUGHNESS RELATIVE INSTABILITY EQUATIONS SHAPE FROUDE...

...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...