...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...

...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...

...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...

...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...

... of the Beach, are described: stage 1improvements to the existing sea wall at thesouthernend of the Beach; stage 2-the construction of an intercepting culvert and cut-off behind the properties in Chiswell,leading to an open channel that discharged into Portland Harbour, the system being designed to intercept...

...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...

...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...

...R MCCABE; CHIN FUNG KEE HYUNDAI BRIDGES PENANG BRIDGE DESIGN SPANS LOADS DECKS RUBBER AERODYNAMICS TESTS ANCHORAGES COUNTRIES PROJECTS CONSTRUCTION NAVIGATION SEISMIC PIERS BEARINGS STAYS STATIC TENDERS DEVELOPING SUPERSTRUCTURES CABLE STAYED CHANNELS SEISMICITY...

...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...MJ LITTLE; JA DUXBURY; JD COLACO OSORIO © Thomas Telford and ICE 1989 POSFORD DUVIVIER CHANNELS PIPES CORROSION TUBES SETTLEMENT SUBMARINE PROJECTS SEABED ALIGNMENT PIPELINES DESIGN STEEL MUD TOLO HONG KONG HONG KONG ASIA Proc. Instn Civ.Engrs, Part...

... the embankment. The towpath and canal bed then collapsed. The water scoured out a channel about 15 m deep and spread the soil in the meadow below. The breach was reinstated by direct labour using local gravels at first and later imported limestone fill. Both banks were protected by concrete walls and the canal...

... CHANNELS PIPES MANUFACTURE BEDS AQUEDUCTS HISTORY FORMULAE TATZUMI JAPAN ASIA Proc. Instn Ciu. Engrs, Part 1, 1989,86, Dec., 1143-1 165 9411 WATGERROEUNPGINEERING The TatsumiCanal of 1632,Japan T. NAKAGAWA, PhD* S . MIYAE, DrEngt The Tatsumi Canal is a monumental work remarkable...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECNHONTICEAL 519 WATER ENGINGEREROIUNPG Effect of bed superelevation on thfleow in rigid open channel bends K. H. M. ALI, BEng, MEng, PhD* M. M. MENDIS, BEng...

... four-lane prestressed concrete road bridge with piled foundations crossing and providing navigational clearance over the Rambler Channel in Hong Kong. Of particular interest is the construction of the main pier piles and pile caps and the in situ balanced cantilever superstructure of the main crossing...

... FLOOD PLAINS HOUSES HOUSING DEVELOPMENT STORMS ECONOMICS DAMAGE COSTS SLUICES MANUAL CONTROL SHEET STEEL PILES LANDSCAPE ENVIRONMENT MAINTENANCE PATH CHANNELS AESTHETICS RAILWAYS VIADUCTS WALLS CAPITAL PROGRAMMES LIAISON ENGINEERS WATER AUTHORITIES CONTRACTS FIFTH EDITION...

...MJ LITTLE; JA DUXBURY © Thomas Telford and ICE 1989 BINNIE LEIGHTON LAND MARINE JOINT VENTURE FILL CHANNELS SUBMARINE PIPELINES INSTALLATION TRENCHES PRE DREDGED WATER RAW RESERVOIRS LARGE DIAMETER PRESSURISED MUD DIFFERENTIAL SETTLEMENT PROTECTION DAMAGE SHIPS...

... in stream channels S. G. WALLIS, PhD* c.P. YOUNG, MSc, MA, PhD, MIEE, MRAeSt K. J. BEVEN, PhD? In this Paper, initial results obtained from a detailed study of the aggregated dead zone (ADZ) model for longitudinal solute transport and dispersion in river and channel flow are presented. This model is based...

...AB SHAHALAM; AR MANSOUR © Thomas Telford and ICE 1988 JORDAN UNIVERSITY IRBID METHODS PREDICTION RESISTANCE COEFFICIENTS NATURAL STREAMS PROCEDURE BEDS PARTICLES EQUATIONS DATA CORRELATION DEVIATION PERFORMANCE FLOW CHANNELS SLOPES WATER METHODS ESTIMATING...