...D W KNIGHT; F BROWN; E VALENTINE; C NALLURI; J BATHURST; I BENSON; R MYERS; J LYNESS; J CASSELLS © Thomas Telford and ICE 1999 BIRMINGHAM UNIVERSITY NEWCASTLE UNIVERSITY ULSTER UNIVERSITY HYDRAULICS HYDRODYNAMICS FLOODS FLOODWORKS RESPONSES CHANNELS BEDS FLOW INBANK...

...G M SMART © Thomas Telford and ICE 1999 NEW ZEALAND NATIONAL WATER & ATMOSPHERIC RESEARCH INSTITUTE CHRISTCHURCH CHANNELS ALLUVIAL FLOW RESISTANCE FRICTION COEFFICIENTS HYDRAULICS HYDRODYNAMICS RIVERS FORCES BEDS PREDICTION ROUGHNESS WATER MODELS VELOCITY...

... and rough beds, agree well with the experimental data. Keywords: drainage & irrigation; hydraulics & hydrodynamics; mathematical modelling Notation g acceleration due to gravity h depth of ¯ow in vertical direction p1 bed pressure in excess of hydrostatic pressure q discharge per unit width of the channel t...

... under clear-water and live-bed scour conditions with uniform and non-uniform sediments. The procedure developed for computing the time-variation of scour depth was based on the concept of the conservation of the mass of sediment, considering the horseshoe vortex system to be the main agent of scouring...

... SPECTRA OBLIQUE RESEARCH SURFACE ELEVATION WATER PARTICLES VELOCITY SPEED BEDS SHEAR STRESS EXPERIMENTS STEEP NON LINEAR INCIDENT BEHAVIOUR LINEAR ESTIMATES MARITIME MARITIME ENGINEERING HYDRAULICS HYDRODYNAMICS INTERACTION SHORT CRESTED THREE DIMENSIONAL REFLECTIVE ACOUSTICS...

... BOUNDARIES ROUGHNESS SMOOTH ROUGH FLOOD PLAINS EXPERIMENTS SIMULATION RIVERS FIELD DATA VELOCITY SPEED MEASUREMENT DISCHARGES DEPTH SAND RODS DOWELS SURFACE PENETRATING BEDS CROSS SECTIONS HYDRAULICS HYDRODYNAMICS BEHAVIOUR WATER REYNOLDS NUMBERS FRICTION Resistance coefficients...

... PROCEDURE METHODS STANDARDISATION CALIBRATION RESISTANCE LABORATORIES DRAINAGE IRRIGATION HYDRAULICS HYDRODYNAMICS DRAINS OVERLOADING SOLIDS DEPOSITS COMBINED OVERFLOWS STANDARDS BRITISH SUSPENDED BEDS LOADS CAPACITY ENTRAINMENT CONDUITS BOUNDARIES SHEAR STRESS Sediment...

...J E HODGSON; N RAJARATNAM; A K MOAWAD © Thomas Telford and ICE 1999 CITY OF EDMONTON ALBERTA UNIVERSITY WATER JETS CIRCULAR CROSSFLOW DEPTH LABORATORIES PHOTOGRAPHIC STUDIES VERTICAL DISCHARGES BEDS RIVERS DEEP HYDRAULICS DESIGN OUTFALLS SUBMERGED HYDRODYNAMICS...

...B B WILLETTS; G PENDER; I K MCEWAN © Thomas Telford and ICE 1998 ABERDEEN UNIVERSITY GLASGOW UNIVERSITY HYDRAULICS SEDIMENTS TRANSPORT GRADED EXPERIMENTS CHANNELS FLOW INBANK OVERBANK RATES BEDS COMPOSITION LOADS MEASUREMENT BEHAVIOUR MOBILITY STREAMS CAPACITY...

...J F LYNESS; W R C MYERS; J J O SULLIVAN © Thomas Telford and ICE 1998 ULSTER UNIVERSITY HR WALLINGFORD RIVERS HYDRAULICS CHARACTERISTICS MEANDERING MOBILE BEDS COMPOUND CHANNELS EXPERIMENTS OVERBANK FLOW FLOODS FACILITIES SINUSOIDAL SAND MEASUREMENT FLOOD PLAINS...

... METHODS ROUGH ASYMMETRIC SLOPES BEDS WATER Estimating the discharge capacity in straight compound channels Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1998, 130, June, 84±94 M. F. Lambert, BE, PhD, MIEAust, CPEng and W. R. Myers, BA, BSc, PhD, Paper 11530 CEng, MICE & A method for predicting...

.... Engrs Wat., Marit. & Energy, 1998, 130, Mar., 31 41 Paper 11398 Written discussion closes 8th July 1998 A new shape function for self-formed straight threshold channels in uniform bed material is proposed, based on the 3 4 5 6 7 8 9 2011 1 2 3 4 5 static equilibrium of forces acting on individual...

... to provide for the ground conditions of glacial origin that are encountered in that country. This paper describes the design and construction of large precast concrete quay walls that have been built at various locations in Finland. Details of dredging works for foundations, bed preparation, compaction...

... assembling and presenting data in such a about the value of bed roughness used in the helpful way for design, particularly of larger design equations. The decision to use the sewers. For smaller sewers, design engineers will be reassured to see fairly conventional relationship ks = 1.2 d50 was based...

... 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...

...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...

...D BUTLER; R W P MAY; J C ACKERS © Thomas Telford and ICE 1996 IMPERIAL COLLEGE HR WALLINGFORD HYDRAULICS RESEARCH BINNIE BLACK & VEATCH SEWERS TRANSPORT SEDIMENTS DESIGN PRACTICE RESEARCH BEDS HYDRAULICS FLOW EROSION COHESIVE SUSPENSION BEDLOADS CIRCULAR VELOCITY...

...D BUTLER; R W P MAY; J C ACKERS © Thomas Telford and ICE 1996 IMPERIAL COLLEGE HR WALLINGFORD HYDRAULICS RESEARCH BINNIE BLACK & VEATCH SEWERS TRANSPORT SEDIMENTS DESIGN MOVEMENT EROSION DEPOSITION SOURCES HYDRAULICS SOLIDS SANITARY STORMWATER GRIT BEDS DEPOSITS...

... ENVIRONMENT SHELLFISH BEDS LONDONDERRY LOUGH FOYLE ULSTER NORTHERN IRELAND LISAHALLY UK BATES / p-10.0 km-1 7Scale \ 8. The presence of extensive and sensitive theloughdisposalsitehas been intermittent, Fig. 1 . Location plan marine populations dictated that dredging being confined...

... 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...