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Keywords: FLUMES
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Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (1): 21–33.
Published: 01 March 1999
... PREDICTION DISCHARGES OVERBANK PARAMETERS STEADY STATE ONE DIMENSIONAL NUMERICAL CONTROL HYDRAULICS METHODS FLUMES COMPOUND ANALYSIS Modelling a river channel with distant floodbanks Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 21±33 D. A. Ervine and A. B. MacLeod & River...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1998) 130 (4): 217–225.
Published: 01 December 1998
... TEXTURE GRAINS STRUCTURE PREDICTION HYDRODYNAMICS RIVERS WATER RESEARCH FLUMES Experiments on the transport of graded sediment Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1998, 130, Dec., 217±225 B. B. Willetts, MA, PhD, CEng, FICE, FRSE, G. Pender, BSc, PhD, CEng, MICE and I. K. McEwan, BSc...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1997) 124 (1): 64–78.
Published: 01 March 1997
... the flat bed of an estuary as a result of different flumes. Fluid mud was observed the imposed hydrostatic head caused by the for various initial concentrations, current increase in water surface slope after slack speeds and bed slopes. The experimental water.2 results were compared with the output of 7...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (4): 237–245.
Published: 01 December 1996
...G PENDER; Q LI; PREISSMANN © Thomas Telford and ICE 1996 GLASGOW UNIVERSITY SEDIMENTS TRANSPORT PREDICTION NUMERICAL GRADED MODELS BEDS MOBILE FLOW NON EQUILIBRIUM COMPREHENSIVE UNSTEADY DEVELOPMENT TESTING RIVERS CHANNELS CHANGE THEORY PERFORMANCE TESTS FLUMES...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (3): 199–203.
Published: 01 September 1996
... PROTECTION FLOODS MECHANISMS REMOVAL GRANULAR MATERIALS WATER MODIFICATION BARS WALLS PRECAST TESTS FLUMES LABORATORIES SPLITTING PERSPEX DOWNSTREAM STEPS VORTEX VORTICES BAKER AND BESSAIH Fig. 4 . Modification of the cell by the addition of a bar and the resultingchange in flow pattern...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1995) 112 (4): 336–348.
Published: 01 December 1995
... PRESSURE GRADIENTS EDDIES VISCOSITY ENERGY SPECTRA FLUMES ROUGHNESS PLATES GRAVEL BEDS PARAMETERS DISTRIBUTION VERIFICATION EQUILIBRIUM h o c . Instn Civ. Engrs Wat..Marit. &Energy. 1995. 11.2, Dec., 336-348 Turbulence characteristics in rough non-uniformopen-channel flow 336 WaBteorard...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1995) 112 (3): 249–259.
Published: 01 September 1995
... FRICTION MIXING PATTERNS THREE DIMENSIONAL DEPTH ROUGHNESS ASPECT RATIOS TWO STAGE RIVERS ALLEVIATION RESEARCH FLUMES EXPERIMENTAL DEVIATION CIRCULATION ESTIMATION RELATIONSHIPS DESIGN HYDRAULICS Observations onflows in skewed compound channels Proc. lnstn Civ. Engrs Wat., Marit...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1995) 112 (3): 227–237.
Published: 01 September 1995
... COEFFICIENTS INTENSITY VELOCITY WATER DEPTH DOWNSTREAM SCOUR PREVENTION CURRENTS PARTICLES MOVEMENT INITIATION REVETMENTS RIGS MATERIALS FLUMES UNDERLAYERS GRANULAR ARMOUR LAYERS HYDRAULIC STRUCTURES PROFILES HYDRAULICS © Thomas Telford and ICE 1995 Stability of riprap...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (3): 229–239.
Published: 01 September 1994
... step, enters with amean velocity uj through a circu- BUOYANT JETS IN SHALLOW CROSS-FLOWS lar orifice of diameter D, on the bottom surface (z = 0) of a long rectangular flum(eof horizontal dimensions(L,Y)) carrying the cross-flow. The inlet is located on the centre-line0, = 0) of the flume, and imposed...

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