...J WILLIAMSON © Thomas Telford and ICE 1948 DRAG VELOCITY PRODUCTION TURBULENT LOSS ENERGY HEADS PIPES LAWS REGIONS FLOW CORRIGENDA. 389 CORRIGENDA. May 1948 Journal, Paper No. 5640 (Williamson) : (Ap. 253, bottom line. For (F1 X F1 X K X V D ) reed X K3 X h- X VD (p. 257...

...J WILLIAMSON; H CHATLEY; W F GILBERT; S K ROY © Thomas Telford and ICE 1948 DRAG VELOCITY PRODUCTION TURBULENT ENERGY LOSS HEADS PIPES LAWS REGIONS FLOW EQUATIONS VORTICES FORMULAE COEFFICIENTS CORRESPONDENCE ON THE DRAVGELOCITY IN PIPES IN THE +LAW REGION OF FLOW. 437...

...J WILLIAMSON DRAG VELOCITY PRODUCTION TURBULENT ENERGY LOSS HEADS PIPES LAWS REGIONS FLOW FORMULAE RESISTANCE FRICTION METHODS VARIATIONS KINETICS ENERGY PRESSURE APPLICATIONS TOWED BOARDS DISSIPATION TURBULENCE COUNTERFLOW CIRCULATION CONDITIONS SPIRAL LARGE...

... TURBULENT PRESSURE 472 CORRESPONDENCE ON THE STORSTR0M BRIDGE. The formula for y (p. 428 S ) , the factor by which the unsupported length 1 of battened columns should be multiplied, should read :- whilst in the Table of notation, following that formula, l j and 1, should read If and I t respectively...

... of the model-results was that thechange in fall,resulting from a veryconsiderable alteration of viscosity, was extremely small, despite the low Reynolds numbers involved. An explanation of that phenomenon was offered in the Paper. Paper No. 5204. Turbulent Flow in Pipes, withparticular reference tothe...

...T BLENCH © Thomas Telford and ICE 1939 THEORY TURBULENT FLOW LIQUIDS SMALL VISCOSITY CORRIGENDA. VOL. 11, 1938-39. p, 492 (April 1939), lines 14 and 15 ; for was not very popular read was now very popular p. 498 (April 1939), line 32 ; the von KBrrninPrsudtl formula shuld r e d - i...

...T BLENCH BLENCH ON TURBULENTFLOW. 611 Paper No. 5185. A New Theory of Turbulent Flow in Liquids of Small Viscosity. By THOMABSLENCHB, .Sc., Assoc. M. Inst. C.E. (Ordered by the Council to be published in Abstract form.) 1 THE Author employs modern physical ideas inthe classification...

... DISTRIBUTION PRESSURE TUBES AIR RESERVOIRS WATER VALVES SHAFTS HYDRAULICS TURBULENT CONDUITS CONDUITST,UNNELS, BENDS, AND SIPHONS. 491 Discussion. TheAuthor explained that the Paper was largely based on information furnished in certain previous Papers presented to The Institution, to which...

...C F COLEBROOK PIPES FLOW TURBULENT THEORY ROUGHNESS PARAMETERS FLUIDS MOTION ANALYSIS SMOOTH ROUGH HYDRAULIC LAWS TRANSITION PARTICLES SAND EXPERIMENTS IRON CAST WROUGHT GALVANISED DATA MOTION VELOCITY DISTRIBUTION EQUATIONS GRAINS REGIONS MIXING MECHANICAL VISCOUS...

... sharpbends . . . . . . . . . . . 102 Turbulent flow . . . . . . . . . . . . . . . . . 105 Applicability of the coefficients of loss . . . . . . . . . . 107 Appendixes. . . . . . . . . . . . . . . . . . . 109 INTRODUCTION. INthe course of the discussion on a previous Paper 1 by one of the Authors, attention...