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CORRIGENDA. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2 LAW REGION OF FLOW.

Journal of the Institution of Civil Engineers (1948) 30 (8): 389.

https://doi.org/10.1680/ijoti.1948.13408

Published: 01 October 1948

...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...

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CORRESPONDENCE. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

J WILLIAMSON, H CHATLEY, W F GILBERT, S K ROY

Journal of the Institution of Civil Engineers (1948) 30 (8): 437–449.

https://doi.org/10.1680/ijoti.1948.13401

Published: 01 October 1948

...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...

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Journal Articles

DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

J WILLIAMSON

Journal of the Institution of Civil Engineers (1948) 30 (7): 251–276.

https://doi.org/10.1680/ijoti.1948.13445

Published: 01 May 1948

...J WILLIAMSON © Thomas Telford and ICE 1948 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...

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FURTHER NOTES ON SILT TRANSPORTATION.

W M GRIFFITH

Journal of the Institution of Civil Engineers (1946) 27 (1): 67–81.

https://doi.org/10.1680/ijoti.1946.13788

Published: 01 November 1946

... abovethe point of mean depth, in feet per second. W ,, silt load of bed sand carried bythe cross-section. 2 ,, asilt coefficient. (For fine sand, 2 = '7.5.) PREVIOUSLY DEVELOFPOERDMULAE. The following arethe principal formulae which havealready been developed by the Author and published 2, :- The basic law...

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CORRESPONDENCE. TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS. (INCLUDES PLATES).

C F COLEBROOK, T BLENCH, H CHATLEY, E H ESSEX, J R FINNIECOME, G LACEY, J WILLIAMSON, G G MACDONALD

Journal of the Institution of Civil Engineers (1939) 12 (8): 393–422.

https://doi.org/10.1680/ijoti.1939.14509

Published: 01 October 1939

...C F COLEBROOK; T BLENCH; H CHATLEY; E H ESSEX; J R FINNIECOME; G LACEY; J WILLIAMSON; G G MACDONALD © Thomas Telford and ICE 1939 TURBULENT FLOW PIPES TRANSITION REGIONS SMOOTH ROUGH PIPES LAWS FORMULAE EXPONENTIAL DISCHARGES PRESSURE LOSS FRICTION COEFFICIENTS...

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Journal Articles

TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS.

C F COLEBROOK

Journal of the Institution of Civil Engineers (1939) 11 (4): 133–156.

https://doi.org/10.1680/ijoti.1939.13150

Published: 01 February 1939

...C F COLEBROOK © Thomas Telford and ICE 1939 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...

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THE REDUCTION OF CARRYING CAPACITY OF PIPES WITH AGE.

C F COLEBROOK, C M WHITE

Journal of the Institution of Civil Engineers (1937) 7 (1): 99–118.

https://doi.org/10.1680/ijoti.1937.14682

Published: 01 November 1937

... with age of pipe . . . . . . . . 105 Formulas derived and conclusions . . . . . . . . . . . 116 Appendix . . . . . . . . . . . . . . . . . . . 118 INTRODUCTION. The Paper outlines a theory based on the von KBrmBn-Prandtl resistance law, togetherwith the hypothesis thatthe hydraulic deterioration of pipes...

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CORRIGENDA. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2 LAW REGION OF FLOW.

CORRESPONDENCE. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

FURTHER NOTES ON SILT TRANSPORTATION.

CORRESPONDENCE. TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS. (INCLUDES PLATES).

TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS.

THE REDUCTION OF CARRYING CAPACITY OF PIPES WITH AGE.

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CORRIGENDA. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2 LAW REGION OF FLOW.

CORRESPONDENCE. DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

DRAG VELOCITY IN RELATION TO PRODUCTION OF TURBULENT ENERGY AND LOSS OF HEAD IN PIPES IN THE V2-LAW REGION OF FLOW.

FURTHER NOTES ON SILT TRANSPORTATION.

CORRESPONDENCE. TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS. (INCLUDES PLATES).

TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS.

THE REDUCTION OF CARRYING CAPACITY OF PIPES WITH AGE.

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