..., but also on achieving such excellent work that, although the slabs were thin, the dam hadproved to be absolutely watertight. The dam itself was of the hollow weir or Ambursen type. That design had, he believed, met with considerable favour in Canada, where there was no record of a failure. Mr. Hellstrom...

...H HEADLAND; A W LASH; R F LEGGET; H RITSON; F C TEMPLE; B M HELLSTROM © Thomas Telford and ICE 1935 RIVERS POWER PLANT COUNTRIES DEVELOPING CONSTRUCTION HYDROELECTRICITY POWER STATIONS HYDRAULIC MODELS HOLLOW SPILLWAYS METHODS DESIGN SPEED TURBINES CONCRETE DAMS...

..., 150 tons due to thedeck load, and 170 tons due to the cylinder itself, which on a base diameter of 14 feet 6 inches gave a pressure of 4.6 tons per square foot. At that time the cylinder under consideration was a solid body. Since then, the design had been altered ; the cylinders adopted were hollow...

... UNITS GREENHEART POSTS FLOATING TIMBER QUOINS HOLLOW DRY DEEPENING HEBBURN ON TYNE ENGLAND UK ENGLAND 96 MITCHELL ON RECONSTRUCTION OF GRAVING-DOCK [Minutes of (Paper No. 4714.) The Reconstruction of a Graving-Dock Entrancewith a Single-LeafGate at Hebburn-on-Tyne...

...W C POPPLEWELL; E G COKER © Thomas Telford and ICE 1895 EDINBURGH UNIVERSITY EXPERIMENTS TORSIONAL STRENGTH SOLID HOLLOW SHAFTS METALS TENSION TESTS SHEARING TORSION STRESS LABORATORIES BEHAVIOUR DESTRUCTION IRON WROUGHT CAST STEEL MILD MATERIALS ELASTIC LIMITS...

... CYLINDERS PROCESS CASTING HOOP HOLLOW TENSILE STRENGTH CAST TESTS BESSEMER MANUFACTURING METALLURGY ABOUCHOFF ST PETERSBURG PETROGRAD LENINGRAD RUSSIA ~ roceedings.] OF STEEL BHYYDRAULPICRESSURE, 83 (Paper No. 3402.) The Treatment of Steel by Hydraulic Pressure, and the Plant...

..., it remainedfortwelvemonthslonger(,makinginalel ighteen months,) when it was determined to load it till it broke down, and this was accomplished with 50,652 lbs. The beam built at the Exhibition Building was constructed with hollow tubular bricks, in compliance with a suggestion, that the use of these bricks in lieu...

...W H BARLOW INSTITUTION OP CIVIL ENGINEERS. SESSION 1845. January 14, 1845. JAMES WALKER, President, intheChair. No. 684 Remarks on the different methods of fastening Rail- way Bars in theirchairs;and a description of a new hollow wrought iron key. By William Henry Barlow, M. Inst. C . E. Upon...

...W H BARLOW; G H PALMER; F GILES; F BRAITHWAITE; W CUBITT; W S MOORSOM; T M SMITH; J WALKER; J FAREY © Thomas Telford and ICE 1845 RAILWAYS BARS FASTENINGS METHODS CHAIRS HOLLOW WROUGHT IRON KEYS RAILS METALS WOOD COMPRESSED COSTS 56 KEYS. RAILWAY is rather above...

... these instances the piles were shod with cast iron shoes. April 23, 1844. The PRESIDENT in the Chair. NO.673 Account of a series of experiments on the comparative strength of solid and hollow Axles. By Charles Geach. Thispaper having been printed and circulated by theauthor U without the previous consent...

...J O YORK © Thomas Telford and ICE 1843 AXLES STRENGTH COMPARATIVE SOLID HOLLOW EXPERIMENTS FRACTURE RAILWAYS IRON METALS Having completed the surveys of London Old Bridge, Mr. Giles subsequently took thelevels of the tides from thence to Teddington lock, and found...

...C GEACH; J O YORK; PASLEY; J TAYLOR; W GRAVATT; W NEWTON; C FOX; J WALKER © Thomas Telford and ICE 1843 PATENT SHAFT & AXLE COMPANY AXLES STRENGTH COMPARATIVE SOLID HOLLOW EXPERIMENTS ENDS FRACTURE WEDNESBURY UK The paper is illustrated by specimens...