...N S BOULTON © Thomas Telford and ICE 1951 FLOW PATTERNS GRAVITY WELLS UNIFORM WATER BEARING MEDIA FORMS FREE SURFACES CHARACTERISTICS RELAXATION CALCULATIONS METHODS SAND MODELS ELECTRICAL HYDRAULIC FORMULAE DISCHARGES SURFACES SEEPAGE SHAFTS VELOCITY DISTRIBUTION...

... ALUMINIUM ROOFS LOADS TESTS RIBS FRAMEWORK MODELS RINGS GIRDERS LONDON SOUTH BANK UK 402 DISCUSSION OTNHSTERUCTURADLESIGN OF THE Discussion The Author introduced the Paper with the aid of a series of lantern slides. Professor A. J. S. Pippard observed that the structure described...

...W H HAILE; H CHEETHAM; J ALLEN UK HOLLAND NETHERLANDS NOTTINGHAM DELFT RIVER TRENT FLOODS PREVENTION CITIES HYDRAULIC MODELS CONSTRUCTION MODELLING RIVERS DELFT UNIVERSITY © Thomas Telford and ICE 1951 xx CORRESPONDENOCNE FLOOD PREVENTIOSCNHEMES...

...G ROBERTS; SIR R FREEMAN FREEMAN DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN ALUMINIUM ALLOYS FRAMEWORK RIBS RINGS GIRDERS SOLUTIONS PROBLEMS STRESS ANALYSIS MATERIALS SELECTION LOADING WIND MODELS LOADS TESTS SNOW MEASUREMENT LONDON SOUTH BANK...

... of the greatest rate of rise of pressure to be expected from sea-waves. The probability of true scaling-up of the model results is also discussed. EXPERIMENTS WAVES PRESSURE VERTICAL WALLS SHOCKS GENERATION HEIGHT STATISTICS METHODS SEA MODELS OSCILLATIONS MEASUREMENT GAUGES INSTRUMENTATION...

... to lack of facilities in Great Britain, an hydraulic model was constructed by Professor Thijsse at Delft University, Holland, and thirty-one separate schemes were investigated. The Paper concludes with a description of the scheme finally adopted, which is now being carried out. DELFT UNIVERSITY...

...W H HAILE; H CHEETHAM; J T THIJSSE; W E DORAN; H C BOWEN; W P THOMPSON; G W ROOKE; H D MORGAN; P FRANK; C CLAY; I P HAIGH; J H JELLETT; T P O SULLIVAN; B STANDING; C INGLIS IN THE VICINITY OF THE CITY OF NOTTINGHAM 153 Discussion Mr W.E.Doran, commenting on the value of the models when dealing...

...A S THOM; J H H GILLESPIE; A C GARDNER © 1950 Thomas Telford Ltd 1950 INVESTIGATIONS TIDAL PHENOMENA ESTUARIES SCALE MODELS TIDES RIVERS MODELLING CLYDE ESTUARY SCOTLAND UK 340 CORRESPONDENCE ON INVESTIGATION OF TIDAL PHENOMENA due course, but the Author could state...

...G WILSON Summary This Paper describes an investigation which included model-experiments and full-scale loading tests on screw piles and cylinders, observations on the settlement of piles in actual structures, the derivation of a theory of bearing capacity, a check on the relationship between...

...G WILSON; H D MORGAN; A W SKEMPTON; J BICKLEY; C C MARSHALL; G G MEYERHOF; P A SCOTT; D H LITTLE; N S BOULTON; G WOOD © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES SCREWCRETE CYLINDERS SCREWS PILES WHARVES TESTING MODELS TESTS MATHEMATICS FOUNDATIONS SHEAR...

...A S THOM Synopsis. The model was constructed to horizontal and vertical scales of 1 : 5,280 and 1 : 115 respectively, and the bed was finished with a layer of cement-sand mortar. Tides were generated by a displacer, moved by mechanism designed on the principle of Lord Kelvin's tide-predicting...

...J A CASHIN; D A COLLINS; I C BARLING; N A MOWBRAY; D H LITTLE © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES RIVERS DREDGERS TIDAL MODELS DREDGING TIDES MODELLING HOPPERS CHANNELS ESTUARINE REVETMENTS BANKS ACCRETION FORESHORES RIVER MERSEY...

...J ALLEN; W EASTWOOD; P RUSSELL; R C S WALTERS CORRESPONDENCE ON SCALE-MODEL EXPERIMENTS TO DETERMINE THE BEST FORMOFSILT-TRAPPING BASIN. 543 Paper No. 5639. Scale-Model Experimentsto determine the BestForm of Silt-trapping Basin at the Confluence of the Manchester Ship Canaland the River Mersey...

...A J OCKLESTON; J C BALLANTINE SOUTH AFRICA AFRICA © 1949 Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE BRIDGES TIED ARCHES RAILWAYS MODELS CORROSIVE SITES CORROSION ATMOSPHERE UMHLATUZI ZULULAND 550 CORRESPONDENCE ON THE DESIGN...

...J A CASHIN; J ALLEN; GIBSON; R D BROWN; J PALMER; N F P PIGOTT; W P THOMPSON; R A STEPHENSON; C PEEL; C H DOBBIE © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES HEIGHT TRAINING BANKS MODELS FLOW CUTTING DREDGING CHANNELS RIVERS TIDES MERSEY ESTUARY...

...J A CASHIN © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES MARITIME BEDS TIDAL HEIGHT TIDES CAPACITY FRESHWATER INDUSTRIAL EFFLUENT SEWAGE DRIFT CHANNELS SEA NAVIGATION DREDGING CONSTRUCTION REVETMENTS TRAINING BANKS SAND SHOALS MODELS...

...J A CASHIN; L LEIGHTON; J ALLEN; R D BROWN; J PALMER; N F P PIGOTT; W P THOMPSON; R A STEPHENSON; C PEEL; C H DOBBIE; A B PORTER © 1949 Thomas Telford Ltd 1949 ENGINEERING WORKS IMPROVEMENT ESTUARIES MARITIME WATERWAYS ESTUARINE DREDGING DEPTH CHANNELS MODELS FLOATS TIDES...

...A J OCKLESTON © Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE TIED ARCHES BRIDGES RAILWAYS RIVERS MODELS INVESTIGATIONS TESTS LOCOMOTIVES HAMMER BLOWS DEFLECTION FLEXURAL STIFFNESS DECKS METHODS VERTICAL VIBRATIONS SUPERSTRUCTURES LATERAL...

...J ALLEN; W EASTWOOD © Thomas Telford Ltd 1949 PSCALE MODELS EXPERIMENTS SILT TRAPPING BASINS CONFLUENCES CANALS RIVERS WATERWAYS MODELLING SETTLING WEIRS TESTS DEPOSITION SAND RATES DISCHARGES RIVER MERSEY MANCHESTER SHIP IRLAM UK ALLEN AND EASTWOOD...

...) Passamaquoddy scheme,Maine, U.S.A. . . . . . . . . . . 125 ( d ) Rance and Mont St. Selection of tidal.pomer sites M.iche.lsch.eme.s, .Bri.tta.ny . . . . . . . . . . . . . . . 126 127 Useof tidal models . . . . . . . . . . . . . . . . . . 129 Conclusion . . . . . . . . . . . . . . . . . . . . 129...