...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...

... the landward and the water side toes of the embankment (6) the duration of the hydraulic loading of the water face (c) the plan location or alternative locations of the proposed bank (d)the geotechnical information at the site of the proposed embankment (e) the significance of any seepage throughthe bank when...

... of topographical, marine and geological surveys. An analysis of the various investigations presented in a Feasibility Report demonstrated that a viable scheme could be promoted. The Paper describes how the design was developed, by means of special investigations to assess the hydraulic performance of the Beach...

...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...

...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...

...RE NECE; RA FALCONER © Thomas Telford and ICE 1989 WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS...

...G GERMANOPOULOS; PW JOWITT © Thomas Telford and ICE 1989 IMPERIAL COLLEGE HERIOT WATT UNIVERSITY LEAKAGE REDUCTION EXCESS PRESSURE MINIMISATION WATER SUPPLY NETWORKS METHODS WATER SUPPLY CONTROL OPTIMAL VALVES SETTING HYDRAULIC CHARACTERISTICS FLOW EQUATIONS NODAL...

...EA DELO; AJ SAUL; MANNING © Thomas Telford and ICE 1989 SIMON ENGINEERING LABORATORIES MANCHESTER UNIVERSITY HYDRAULICS RESEARCH CHARTS HYDRAULIC DESIGN HIGH SIDEWEIRS STORMS SEWAGE OVERFLOWS PERFORMANCE RESEARCH ITERATIVE PROCEDURE DIMENSIONAL ANALYSIS METHODS...

... is necessary to optimize the layout of a stilling basin at the baseof a vortexdrop shaft. This Paper describes the hydraulic model study and the similitude concepts usedto develop a standardizeddesign for the stilling basins associatedwiththemedium-head drop shaftsontheCairowastewatersystem.Theneedfor compact...

... FED TUNNELS CONSTRUCTION DEEP CLAYS LONDON CLAY CAPACITY DEMAND ECONOMICS MANAGEMENT COSTS BENEFITS COST BENEFIT ESTIMATING SAVINGS FEASIBILITY STUDIES HYDRAULIC ANALYSIS SIMULATION DEVELOPMENT CONTROL OPTIMISATION HISTORY OPERATION MODES TRANSFER ROUTES SELECTION...

...KHM ALI; SY LIM; AJ JOHNSTON; AR HALLIWELL HYDRAULIC ENGINEERING SCOUR BEDS FLOW EROSION SUBMERGED WALLS SCOURHOLES TAILWATER JETS WATER TIME DEPTH DEVELOPMENT © Thomas Telford and ICE 1987 Proc. Instn Ciu.Engrs, Part 2,1987,83, Dec., 875-886 DISCUSSION...

...CR FORD; MD ELDRIDGE; LI WILLS; HJ MOORHEAD; SG TOMBS; SIR T HUGHES; PA GOSLING; PW KELLY © Thomas Telford and ICE 1987 NAVAL PLANT TESTS PLANNING DESIGN MOVEMENT COASTS UNITS REACTORS TRANSPORT SKIDDING HYDRAULIC SEA TOWING BARGES PLATFORMS TRAILERS EQUIPMENT COSTS...

... CLAY ROLLED CONSTRUCTION DAMS SAFETY RESEARCH HYDRAULIC STRESS BANKS FRACTURE HORIZONTAL BOREHOLES CELLS EMBANKMENTS THEORY RESERVOIRS STRENGTH PORE INTERNAL EROSION FILL KANTALAI TANK GROUTING CRACKING SEEPAGE PROBLEMS DISASTERS COLLAPSE DALE DYKE BALDERHEAD GORPLEY...

...RA FALCONER; THY TEBBUTT © Thomas Telford and ICE 1987 THEORY HYDRAULIC MODELS STUDIES CONTACT TANKS DISPERSION CHLORINE MEASUREMENT PROCESS CONSTRUCTION IMPROVEMENT DESIGN FLOW WATER CURVES TRACERS WEIRS WATER AUTHORITIES Proc. Instn Cio.Engrs, Part 2, 1987,83,Mar...

...* Internal erosion is a major hazard to old British earth dams. Hydraulic fracture of a narrow puddle clay corecould be amechanism which initiateserosion. A programme offield measurements has been undertaken to examine the horizontal pressures within puddle clay cores and puddle-filled trenches of old earth...

... was the actual final cost, and the cost per metre run of this type of construction, and not just the diode portiofnthe slope? Mr N. W. H. Allsop, Hydraulics Research The Paper has described both the innovative development of the diode unit, and the far-sighteduse of hydraulic model studies at a numboefr stages...

...RA FALCONER; THY TEBBUTT © Thomas Telford and ICE 1986 BIRMINGHAM UNIVERSITY SEVERN TRENT WATER AUTHORITY THEORY HYDRAULIC MODELS STUDIES TANKS CONTACT CHLORINE LABORATORIES FLOW PATTERNS ANALYSIS DISPERSION DIFFUSION LONGITUDINAL TURBULENT NUMERICAL VALUE TIME...

... MEMBRANES DEFLECTION MEASUREMENT ASPHALT RESERVOIRS ROCKS MANAGEMENT CONTRACTS PROJECTS INDUSTRIAL RELATIONS ELECTRICITY LANDSCAPE SPOIL CREST DISPOSAL PLANTING LANDSCAPING EMBANKMENTS MOUNTAINS HYDRAULIC POWER GENERATION TENDERS COSTS GROUTING CONSTRUCTION CURTAIN PLANT...

...D BUTLER; COLEBROOK WHITE © Thomas Telford and ICE 1986 OVE ARUP & PARTNERS ALGORITHMS LIMITING PIPES GRADIENTS FLOW FULL PARTIALLY MINIMUM THEORY LIMITS VELOCITY DEPTH FEASIBILITY SIZE HYDRAULIC EQUATIONS CHANNELS OPEN SEWERS DESIGN GRAVITY MICROCOMPUTERS...