Keywords: LOCKS
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 240 (1935): 365–393.
Published: 01 January 1935
... and the operations of swinging, wedging and locking are ca,pable of being carried out electrically or manually as desired. The operatingmachinery is of the type usually adopted under similar conditions. The span is 67.00 metres long, weighing, in swinging condition, 1,500 tons, and is carried a t sixteenpoints...
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Minutes of the Proceedings of the Institution of Civil Engineers (1932) 233 (1932): 324–360.
Published: 01 January 1932
...W C ASH © Thomas Telford and ICE 1932 PORTS EXTENSIONS DOCKS JETTIES COUNTRIES DEVELOPING RIVERS BERTHING FOUNDATIONS SHEDS DESIGN CONSTRUCTION PILES ENTRANCES GRAVING ALIGNMENT LAYOUT CAISSONS WALLS FLOORS QUAYS TRANSIT PUMPING PLANT DEVELOPMENT LOCKS WORKS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 48–65.
Published: 01 January 1931
..., a lock 60 feet wide and 400 feet long, a single 80-foot entrance leading direct from the tidal basin to the river, a graving-dock, and a railway connecting the new dock system to the existing Calcutta jetties. Plans and estimates were prepared and carefully examined, and work on the new dock1 was started...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1931) 232 (1931): 340–364.
Published: 01 January 1931
... on the west bank of the river is 363,150 feddans for perennial irrigation and 94,030 feddans for basin irrigation, while an area of 117,000 feddans on the east bank is served for perennial irrigation. DESIGN. The new works (Figs. 2, Plate 10) consist of the barrage, with a lock on the west side, the Fouadia...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 229 (1930): 126–136.
Published: 01 January 1930
...E BOX; G E HOWORTH; D D STANIER; G S JACOB; J MITCHELL © Thomas Telford and ICE 1930 RECONSTRUCTION DOCKS WIDENING DOCKYARDS BASINS ENTRANCES GRAVING GATES SINGLE LEAF SINGLE LEAF LEAVES LOCKS WALLS COFFERDAMS DRY FLAPS PUMPS BONDING WALLS SILT PILES SHEETPILING...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1927) 223 (1927): 37–64.
Published: 01 January 1927
...T B HUNTER; A L BELL © Thomas Telford and ICE 1927 MESSRS EASTON GIBB & SON DOCKYARDS SITES GEOLOGY WORKS CONSTRUCTION DAMS GRAVING DOCKS ENTRANCES PUMPING STATIONS MONOLITHS FOUNDATIONS LOCKS SINKING DREDGING MATERIALS REINFORCED CONCRETE GRANITE CAISSONS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 250–279.
Published: 01 January 1925
... certainty. It was decided, therefore, that the only safe and efficient method of dealing with the traffic was to provide a lock equipped with double sets of gates for dealing with a head of water on either side of the causeway. At the request of the Municipality of Singapore a subway under the floor...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 280–287.
Published: 01 January 1925
...M F G WILSON; SIR C KIRKPATRICK; L H SAVILE; SIR M MACDONALD; N G GEDYE; SIR B HENDERSON; W L LOWE BROWN; SIR E JONES; G W HUMPHREYS; RD GWYTHER © Thomas Telford and ICE 1925 CAUSEWAYS TIDES CURRENTS TIDAL WAVES LOCKS GATES RUBBLE STONE EMBANKMENTS BRIDGES CONTRACTORS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1923) 216 (1923): 372–398.
Published: 01 January 1923
...A BINNS © Thomas Telford and ICE 1923 MESSRS. S. PEARSON & SON LTD SIR WILLIAM ARROL & CO. LTD DOCKS WORKS IMPROVEMENT DESIGN METHODS CONSTRUCTION LOCKS WET EXCAVATIONS DRY JETTIES RIVERS ENTRANCES TRANSIT SHEDS PUMPING STATIONS GATES FLOATING CAISSONS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1913) 194 (1913): 405–420.
Published: 01 January 1913
...G S PERRY © Thomas Telford and ICE 1913 IRON STEEL DAMS HEIGHTENING IRONWORK STEELWORK LOCKS GATES TRANSPORTATION REMOVAL TROLLEYS RIVERS RESERVOIRS MASONRY ASSUAN NILE ASWAN EGYPT AFRICA Selecte 1 PERRY ON ASSUAK DAM, IRON ANI) STEEL WORK. -103 Pq~eru.1 SECT...
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Minutes of the Proceedings of the Institution of Civil Engineers (1910) 180 (1910): 307–339.
Published: 01 January 1910
...J A ORRELL DESIGN SWING BRIDGES PIERS BEARINGS ROLLERS TRACK PIVOTS STRESS GIRDERS TEMPERATURE WIND DEFLECTION TURNING RESISTANCE LOCKS SIGNALLING MACHINERY © Thomas Telford and ICE 1910 Papers.] ORRELL ON THE DESIGN OF SWING-BRIDGES. 307 (Students Paper No. 636.)1...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 177 (1909): 238–263.
Published: 01 January 1909
...G R G CONWAY © Thomas Telford and ICE 1909 MAINS DRAINAGE OUTFALLS POPULATION SEWERAGE RIVERS DISCHARGES FLOATS CURRENTS SEWERS TUNNELS SHAFTS ABUTMENTS QUAYS WALLS TUNNELLING SIPHONS PENSTOCKS SEA WORKS CITIES LININGS AIR LOCKS SEWAGE VALVE HOUSES INTERCEPTING...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 175 (1909): 190–208.
Published: 01 January 1909
... excavation were attempted without compressed air. The compressingmachinery, air-tight floor, air-lockse,tc., having been installed and completed, sinking under compressed air was started on the 32ndMay, 1905, andthereafter proceeded steadily until the 13th August, when the caisson reached its final level...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1909) 177 (1909): 209–227.
Published: 01 January 1909
.... At a height of 21 feet 9 inches above the cutting edge there is asteel deck, witah circular hole inthe centre. To this wabsolted the air-shaft, 4 feet 2 inches in diameter,on the top of which were the air-locks. The deck is attached tothe skin-plates by six P2 212 KXOWLES ON ROAD-BRIDGES OVER NILE AT CAIRO...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1908) 172 (1908): 1–24.
Published: 01 January 1908
...SIR W ELIOT © Thomas Telford and ICE 1908 DOCKS HISTORY NAVAL NAVIES EXTENSIONS DOCKYARDS COFFERDAMS GRANITE CEMENT PORTLAND MORTAR TIDAL BASINS GRAVING LOCKS WALLS CULVERTS SUBWAYS CAISSONS PUMPS CONCRETE LANDING STAGES STAGES LANDING DAMS KEYHAM DEVONPORT...

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