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1-18 of 18
Keywords: LAMINAR
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 795–821.
Published: 01 December 1991
...K H M ALI; K GEORGIADIS © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 89 (4): 573–576.
Published: 01 December 1990
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 299–305.
Published: 01 June 1989
... (photographic) study on the behaviour of circular turbulent submerged (water)jets andwall jets for Reynolds numbers in the range of 5 0 0 to about14000. The variation of the initial laminar length in terms of the jet diameter with the Reynolds number has been found. The variation of the rate of growth...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (4): 519–522.
Published: 01 December 1984
...SH CHUE; DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY FRICTION SKIN PIPES LAW UNIVERSAL EQUATIONS FLOW TURBULENT LAMINAR LOGARITHMIC Proc. Instn Ciu. Engrs, Part 2, 1984,77, Dec., 519-522 DISCUSSION O N TECHNICAL NOTE 399 A pipe...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (1): 43–48.
Published: 01 March 1984
...SH CHUE; REYNOLDS PIPES SKIN FRICTION LAWS UNIVERSAL TURBULENT FLOW LAMINAR REGIMES TRANSITION COMPUTERS REYNOLDS NUMBERS APPLICATIONS Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 4 3 4 8 TECHNICAL NOTE 399 A pipe skin friction law of universal applicability S. H. CHUE, BEB, Sc...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 365–381.
Published: 01 June 1982
... MEDIUM MOMENTS ULTIMATE VALUE TECHNIQUES LIMITS ZONES DISTRIBUTION LAMINAR ELASTIC REGIONS SOLUTIONS CASES UNIFORM TRIANGULAR POINTS TOP ACCURACY STRUCTURES CONNECTING THREE ZONE UPPER LOWER CENTRAL TWO ZONE DUCTILITY YIELDING COMBINATIONS NUMERICAL INVESTIGATIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 269–271.
Published: 01 December 1981
...J ALLEN; REYNOLDS © Thomas Telford and ICE 1981 QUEEN MARY COLLEGE BOUNDARIES MOMENTUM SOLID LAMINAR EDDIES GOVERNING NEWTONIAN THEORY SHEAR RATIOS AREAS TURBULENCE MECHANISMS GROWTH NON NEWTONIAN PIPES STRESS FLUX FLOW QUANTITIES FLUIDS REYNOLDS NUMBERS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1075–1076.
Published: 01 December 1980
...DIH BARR; REYNOLDS; J ALLEN; COLEBROOK WHITE © Thomas Telford and ICE 1980 QUEEN MARY COLLEGE TRANSITION FLOW REYNOLDS NUMBERS EQUATIONS LAMINAR METHODS PIPES TURBULENT ROUGHNESS Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1075-1076 TN 260 DISCUSSION The transition from...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (2): 555–562.
Published: 01 June 1980
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (3): 743–750.
Published: 01 September 1979
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (2): 309–322.
Published: 01 June 1975
... TESTS OSCILLATIONS LAMINAR TURBULENCE WAVES METHODS EQUILIBRIUM STILL Proc. Instn Civ. Engrs, Part 2, 1975, 59, June, 309-322 7794 Transinition oscillatory flow over rippled beds Velocity measurements were made inorder to investigate theway in which oscillatory flow over rippled beds becomes...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (1): 21–41.
Published: 01 March 1975
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 273–284.
Published: 01 March 1973
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 37 (4): 837–841.
Published: 01 August 1967
...J ALLEN; T M G CLOUGHLEY; M I ULLAH; H O PHELPS © Thomas Telford and ICE 1967 WEST INDIES UNIVERSITY CAMBRIDGE UNIVERSITY FLOW OPEN RECTANGULAR SHAPE MODELS WATER CHANNELS LAMINAR DESIGN SMOOTH NARROW T SHAPED HYDRAULIC VELOCITY Discussion on Paper No. 6946...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 36 (2): 325–349.
Published: 01 February 1967
... have distinctly different shapes during laminar, transitional and turbulent regions of flow, and thus assist in estimating the criticalReynolds number.Other velocity distribution characteristics,such as the value and position of the maximum velocity under different conditions of flow, are investigated...
Journal Articles
G W HALL, S KOLUPAILA, N RAJARATNAM, M HOM MA, R AGNEW, J SINGER, H BRETSCHNEIDER, R A WALLIS, P ACKERS, A J M HARRISON, H ADDISON, W K ALLAN, J R SMITH, J M WILLIAMS, K J ZANKER, F V A ENGEL, STAINS
Proceedings of the Institution of Civil Engineers (1964) 28 (4): 514–548.
Published: 01 August 1964
... BROADCRESTED BROAD CRESTED BOUNDARY LAYERS EQUATIONS GRAVITY FLOW INTERACTION SEPARATION MODELS BUBBLES LAMINAR THICKNESS EXPERIMENTS FRICTION COEFFICIENTS HEIGHT REYNOLDS NUMBERS FROUDE NUMBERS ROUGHNESS CURVES INFLUENCE CREST MEASUREMENT CHANNELS DEVICES MODELLING NAPPE FLUMES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1964) 28 (1): 31–38.
Published: 01 May 1964
... experimentson large corrugated pipes,followedby a discussionof the presentseriesof tests. A much smaller pipe was employed in order to enable some readings to be taken within the region of laminar Bow, and an assessment to be made of the critical Reynolds Number. Attention is drawn to the importance...
Journal Articles
Proceedings of the Institution of Civil Engineers (1963) 25 (4): 511–524.
Published: 01 August 1963
... for the case of potential flow with the presence of surface tension and is later extended to deal with a viscous fluid by simple laminar boundary layer theory, whose application is shown to be reasonablyjustified hthe present context. Experiments on weirs of three different radii of curvatureand with a variety...
