...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 LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS...

...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 SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

...B J HOOK; J R KEMBLE © Thomas Telford and ICE 1991 DOBBIE WEYMOUTH & PORTLAND BOROUGH COUNCIL SEA DEFENCES DESIGN CONSTRUCTION FLOODING WALLS FLOODS SEA WALLS IMPROVEMENT INTERCEPTING CULVERTS CUT OFF ALLEVIATION OPEN CHANNELS DISCHARGES HARBOURS PERCOLATION...

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

... BEARINGS STAYS STATIC TENDERS DEVELOPING SUPERSTRUCTURES CABLE STAYED CHANNELS SEISMICITY NATURAL LAYOUT CABLES DYNAMICS TROPICS PENANG MALAYSIA ASIA Proc. Instn Ciu. Engrs, Part 1,1990,88, Aug., 551-570 9492 STRUCTGURROAULPENGINEERING Penang Bridge Project...

...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 © Thomas Telford and ICE 1990 ALBERTA UNIVERSITY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM...

...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...

... 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...

... bankand emerging halfway down 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...

...BR MCKENNA; G PALMER © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK MAEDA HONG KONG BRIDGES CONSTRUCTION PRESTRESSED CONCRETE ROADS PILES FOUNDATIONS CHANNELS NAVIGATION CLEARANCE PIERS CAP IN SITU CANTILEVER SUPERSTRUCTURES CROSSINGS TESTS CHARACTERISTICS...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

...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...

... 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...

... 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...

... resistance coeffcients for open channels and natural streams. Baseodn the effective size of bed particles, the Manning equation, other workers' equations anddata in the literature, a new relationship was developed with a correlation coeficient of 0.87 and standard deviationof 0.97. The relationshipwasapplied...