...A J CHADWICK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical model A. J. CHADWICK, BSc, MSc,PhD, MICE, MIWEM* The paper is concerned primarily with numerical model studies...

...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...

...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

...A F DANIELL; N A F SMITH; J D SCOPES; J N DUDER; W G LOCKETT; VITRUVIUS; VITRUVIUS POLLO © Thomas Telford and ICE 1991 ROMAN HYDRAULIC ENGINEERING PROBLEMS VITRUVIAN HISTORY SURVEYS SURVEYING METHODS AQUEDUCTS TECHNOLOGY OPEN CHANNELS FLOW CAPACITY INVERTED SIPHONS...

... which is falling rapidly. This causes a heat flux from the void, and temperature differences up to 2°C have been observed across the web of the U-section. From these observations, it may be concluded that, except on very cold days, heat flow in a deck is essentially one-dimensional. 459 DUEN H 0 AND CH1...

... testswere conducted on the intakeof a 37 km long tunnel designedto convey 77 m3/s of water from the Lesotho Highlandsto SouthAfrica. For low flows, there is a free fallof up to 25 m from the morning glory intake in the forebay to the tunnel head water level, but at high flows the intake is submerged. Model...

... SATURATION EXCESS FLOW NOMOGRAPHS DISCHARGES PREDICTION PARAMETERS OPTIMISATION EXPERIMENTS CATCHMENTS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Sept. 593-602 PAPER 9717 Dimensionless hillslopehydrology WATER BOARD A. CALVER, BSc, PhD, MIWEM* W. L. WOOD, MA, PhD? Slope discharge and its...

...W H HAGER EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS PLOTS © Thomas Telford and ICE 1991...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...G D MATTHEW © Thomas Telford and ICE 1991 ABERDEEN UNIVERSITY ONE DIMENSIONAL HIGHER ORDER EQUATIONS POTENTIAL FLOW OPEN CHANNELS ITERATIVE CARTESIAN COORDINATES ACCURACY TESTS APPLICATIONS WEIRS ROUND CRESTED THIRD ORDER CREST COEFFICIENTS DISCHARGES PLANE...

...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN Proc. Instn Civ. Engrs, Part 1,1991, W,June, 6 4 3 4 5 DEAEISRTCEIUNRSGSI9O5N43NW GROUP Bridges and culverts reduceidn size and cost by use of critical flow transitions N. H. Cottman* and G .R.McKay* C. van Beesten, Fellow The Authors have succeeded...

...-dimensional turbulent offset jets. Experiments were conducted to study the time development of scour. Three sediment sizes and several jet heights and flow rates were used. Results showed the dependence of the scour characteristics on Froude number, time and, especially, on the sediment size and the jet's...

...J H W LEE; V CHEUNG © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MIXING BUOYANCY JETS WEAK CURRENTS VERTICAL HEAT LABORATORIES EXPERIMENTS AMBIENT VELOCITY CONCENTRATION MEASUREMENT FLOW VISUALISATION BEHAVIOUR DISCHARGES DIMENSIONLESS DEPTH FLUX WIDTH...

... FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW SEASONS TESTS STATISTICS BOUNDARIES CONDITIONS MATHEMATICS MODELS GAUGING STATIONS INFLUENCE TIME HISTORY HISTORY TIME SACRAMENTO R CALIFORNIA Proc. lnstn Ciu...

...W G LOCKETT; VITRUVIUS POLLIO; VITRUVIUS; G DE MONTAUZAN © Thomas Telford and ICE 1991 ROMAN HYDRAULIC ENGINEERING VITRUVIAN PROBLEMS DE ARCHITECTURA INVERTED SIPHONS AQUEDUCTS COMPRESSED AIR ENTRAINED FLOW DEVICES VALVES ENGINEERS GRADIENTS SURVEYS LEVELLING INSTRUMENTS...

...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

...P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW BACKWATER LENGTH RIVERS COMPUTERS SOFTWARE FLOW CALCULATIONS CHANNELS © Thomas Telford and ICE 1990 FLUIDMECH SOFTWARE Proc. Instn Ciu. Engrs, Part 2, 1990,89, Dec., 581-583 DISCUSSION ON PWA9P4AE7T9NREGRINEERING GROUP Backwater...

...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...

... Cylinder wave energy device. The paper presented some results of the performance of the device in various three-dimensional random seas as a justification for the economic performance claims. In this Paper, the fundamental hydrodynamics of the device are examined in twodimensional flow. Experimental...