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1-7 of 7
Keywords: GRAVEL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (4): 205–210.
Published: 01 December 1999
... TURBULENT RESEARCH GRAVEL CANADA NORTH AMERICA Coefficient of friction for flow resistance in alluvial channels Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Dec., 205±210 G. M. Smart, BSc, BE, PhD, MIPENZ & Conventional equations for predicting alluvial channel depths and velocities...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1998) 130 (1): 11–23.
Published: 01 March 1998
... SITES SCIENTIFIC INTEREST CAISSONS UNDERWATER ENGINEERING COMBINED CYCLES GAS TURBINES WORKS CONTRACTORS CONTRACTS DESIGN AND BUILD DESIGN ESTUARIES CONSTRUCTION METHODS IMMERSED TUBES FORESHORES CASTING PLACING TRENCHES DREDGING MARINE TRANSPORT SCREEDING GRAVEL BACKHOES...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1997) 124 (2): 131–132.
Published: 01 June 1997
...M F LAMBERT; R H J SELLIN; M J MARRIOTT © Thomas Telford and ICE 1997 HERTFORDSHIRE UNIVERSITY RIVERS CHANNELS MEANDERING COMPOUND VELOCITY DISTRIBUTION MODELS LARGE SCALE DOUBLY FLOOD PLAINS GRAVEL GEOMETRY CHANGE EVALUATION OF RESPONSE OF DISCUSSION 11 Velocity...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (1): 1–9.
Published: 01 March 1996
...A B BATES © Thomas Telford and ICE 1996 ANTHONY D BATES W S ATKINS HR WALLINGFORD WIMPEY ENVIRONMENTAL CHANNELS NAVIGATION DEEPENING APPROACHES ENTRANCES PORTS REMOVAL MATERIALS SILT SAND GRAVEL CLAYS DREDGERS GRABS DREDGING TRAILERS FISHERIES RIVERS FISH...
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 (1994) 106 (4): 333–344.
Published: 01 December 1994
... and Cardoso et al. (1989 The a Prandtl tube with 3a mm outer diameter for majority of these studies has dealt with smooth flow over the rough plate, and a Prandtl tube beds, and the knowledge about the turbulence with a 5mm outer diameter for flows over the structure over rough beds remains incomplete. gravel...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 325–331.
Published: 01 December 1994
... UER water. TheDamman forms an aquitard where shales and marls exist. Thneeogene complex varies from 30 m to 300 m thickness, and contains sands, mark andlimestone. 4. The land of the study area is generally flat, with extensive gravel plains. There is some relief in the centralzone, although local...
