...DG WARDLE; DA CROW; MJ KENN; JD HARDWICK; REYNOLDS © Thomas Telford and ICE 1985 IMPERIAL COLLEGE HYDRAULIC FORCES RAILS LIFT VERTICAL HIGH HEADS GATES FLOW MODELS PATTERNS VELOCITY SLOTS TESTS TANKS STUDIES AHLBORN WATER REYNOLDS NUMBERS TWO DIMENSIONAL THREE...

...DG WARDLE; DA CROW Proc. Instn Ciu.Engrs, Part 2, 1985,79, Mar.,73-85 PAPER 8849 WATERGERNOGUIPNEERING Hydraulic forceson rails for vertical lift, high headgates D. G. WARDLE, BSc(Eng), ACC-I,MICE, DipHE(Delft)* D. A. CROW, BSdEng)? Vertical lift gates,operatingunder high differentialwaterheads...

...M PRICE; DJ ALLEN BRITISH GEOLOGICAL SURVEY PUMPING TESTS EVALUATION RESERVOIRS GEOTHERMAL CORES TRIASSIC SANDSTONE EXPLORATION BOREHOLES PRELIMINARY STUDIES INVESTIGATIONS GEOPHYSICAL LOGGING POTENTIAL GAS LIFT SITES RIGS DRILLING DATA CONDITIONS DEPTH WATER...

... CRANES HAMMERS DRIVING PILES CONCRETE COFFERDAMS CONTRACTORS PROJECTS POURING MIXING TRANSPORT BARGES LOAD OUT MODELS HYDRAULIC NAVIGATION SILTATION CHANNELS EFFECT EROSION CURRENTS OPERATIONS SURGES TOWERS INSTALLATION COSTS MANUFACTURE TURNOUTS WHEELS VERTICAL LIFT HOISTS...

... the 300 t navigation span gate which is believed to be the largest vertical-lift gate in tUhKe . Introduction Barking Creek on the northbank of the River Thames is the tidal part of the River Roding. At Creekmouth it forms a boundary between the London Boroughs of Newham and Barking. The creek is used...

...RV MILFORD; BS 4076; REYNOLDS © Thomas Telford and ICE 1982 NATIONAL BUILDING RESEARCH INSTITUTE CSI R PRETORIA SOUTH AFRICA METHODS PREDICTION CROSS WIND CROSSWINDS RESPONSES CHIMNEYS AERODYNAMICS WIND WIND TUNNELS UNIFORM FORCES HIGH REYNOLDS NUMBERS FORMULATION LIFT...

...JS COLOMBI; MJ HALL © Thomas Telford and ICE 1977 SIR WILLIAM HALCROW SCREENING ROUTING FLOODS INFLOW GEOMETRY VALUE CHARACTERISTICS PROCEDURE METHODS EFFECT MATHEMATICS HYDROGRAPHS APPROXIMATION PREDICTION EQUATIONS LIFT ESTIMATING RESERVOIRS FUNCTIONS...

... and Spelga. Although preventative measures were triedon some of these dams, none was entirely successful. Following the discovery of similar cracks in the lower lifts of the Upper Tamar Dam, a detailed investigation was carrioedut into the heat generationof mass concrete. Various cement contents...

...AA SEYMOUR JONES © Thomas Telford and ICE 1972 HOWARD NEEDLES TAMMEN & BERGENDOFF SETTLEMENT RAILROADS LARGE LOADS HEAVE UNLOADING MAGNITUDE TILTING LABORATORIES STUDIES BRIDGES LIFT CONDITIONS CONSOLIDATION GEOLOGY RATE PERFORMANCE TESTS CANALS RAILWAYS...

... trunnion bridge. 75. I would be interested to learn a little more of the reasons for thechoice of the rolling lift type with two leaves in Calcutta. 76. I would like to mention the subject of maintenance of movable bridges which is touched on in the Paper. In a busy urban centre like Chicago or Toronto...

... constructed on the same skew alignment. The new bridge is a twin leaf rolling lift bascule structure with counter- weights disposed below roadway level. The deck is of composite steel and concrete construction and provides for four lanes of traffic with two cantilevered footways. Features described...

... BRIDGES RECONSTRUCTION ROLLING LIFT SINGLE SPAN WELDED STEEL FRAMES TRANSIT SHEDS QUAYS ANCILLARY WORKS PLANNING DESIGN CONSTRUCTION WALLS DEMOLITION EXPLOSIVES IMPROVEMENT COFFERDAMS STEELWORK COSTS LONDON SURREY DOCKS ROYAL DOCKS THAMES CANADA DOCK GREENLAND DOCK...