...J J J CHEN; A D ACKLAND Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 573-576 TECHNICAL NOTE 544 WATER ENGINGEERROIUNPG Correlation of laminar, transitional and turbulent flow friction factor J. J. J.CHEN, BE, PhD, MIChemE,MIPENZ* A. D. ACKLAND. BE* A continuous equationfor the friction factor...

...LA CLARK; JG CHURCH © Thomas Telford and ICE 1989 BIRMINGHAM UNIVERSITY SHELL AUSTRALIA EFFECT CREEP CRACKS REINFORCED CONCRETE BEAMS COMBINED FORCES THERMAL LOADS TESTS SHORT TERM CYCLIC LONG TERM TRANSITIONAL PROPERTIES DATA BEHAVIOUR RECTANGULAR EXPERIMENTS...

... PARAMETERS TRANSITIONAL DEPTH VALUE VARIATIONS DESIGN COASTAL ENGINEERING SEDIMENTS DYNAMICS SHINGLE BEACHES DEVELOPMENT TECHNIQUES EFFECT SURFACE ELEVATIONS MONITOR LOGGING CALIBRATION SOFTWARE INSTALLATION OPERATION COMPUTERS DISTRIBUTION VALUE SHOREHAM SUSSEX WEST SUSSEX...

..... Experimentalobservationsofvelocitydistribution andhead loss, and equations (15) were usedto derive the transitional characteristicosf pipes with sandgrainroughnessandpipeswithnaturalandcommercialroughness. It was found that (a) the transitional surface characteristics of pipes are, in general, given by a = 1--2p1+zp...

... characteristic equations representative of pipes with uniform and non-uniform wall roughness have been developefdor use in the hydraulic desigonf pipes in the transition zone. Notation d diameter of pipe k equivalent sand roughness projection lengthof the surface of pipe R radius of pipe Re Reynolds number...

... MATHEMATICS MODELLING PIPES UNSTEADY EQUATIONS MOMENTUM METHODS OPTIMUM DEVELOPMENT HYDRODYNAMICS STORMWATER MODELS HYDRAULICS FLOW ANALYSIS GOVERNING FRICTION TRANSITIONAL FEASIBILITY AIRPORTS INVESTIGATIONS OPEN MAPLIN UK Proc. Instn Civ. Engrs, Part 2, 1975, 59, Mar., 91...

...CW DENNIS; MAFF; REYNOLDS © Thomas Telford and ICE 1973 MINISTRY OF AGRICULTURE FISHERIES & FOOD MAFF HYDRAULIC LAND LABORATORIES FLOW TRANSITIONAL DESIGN FACTORS CHARACTERISTICS DRAINAGE TESTS LAMINAR ROUGHNESS EXPERIMENTS REYNOLDS NUMBERS PLASTIC PIPES GRAPHS...

...P ACKERS; HRS; COLEBROOK WHITE HYDRAULIC RESISTANCE DRAINAGE CONDUITS TESTS SALT GLAZED SPUN PRECAST CONCRETE PITCH FIBRE PIPES EQUATIONS TURBULENT TRANSITIONAL ECCENTRICITY SPACING JOINTS ROUGHNESS VALUE SEWERS PART FULL CONDITIONS VELOCITY FLOW PROPORTIONAL FREE...