... LININGS DEVELOPMENT WATER POWER COUNTRIES DEVELOPING RAINFALL MONSOONS RAIN GAUGES HYDROLOGY CATCHMENTS COSTS 498 DISCUSSION ON THE ARAPUNI AND [Minutes of a ~ B~in.nie. Discussion. Mr. W. J. E. BINNIEremarked that Mr. Furkert sPaper was of extraordinaryinterest ; it was seldom thatPapers...

... MODELS TESTS FLOW ROCKS WATER LININGS GROUTING CONCRETE SLABS OVERFLOWS CHANNELS MASTIC BITUMEN BLOCKS GROUTS GUNITING DRILLING AUXILIARY VALVES GATES TUNNELS DOWELS DRAINS REPAIRS DAMAGE PROBLEMS DRAINAGE ROCKS GEOLOGY BORING BOREHOLES LAKES FAILURES FISSURES PROPERTIES...

...,with the webs horizontal. Theinnerlongitudinal halves of two abutting chord members, namely, the halves on the side nearer the centre-line of the arch, were first placed in position with t.he webs lying horizontally, the ends of thetwo half-members being carefully cleaned and brought into contact by powerful...

... COMPRESSED AIR WELLS SUBSOIL SHIELDS DRIVING IRON LININGS SHIELD DRIVEN TRIAL BORING OVERSEAS CONTRACTORS TENDERS COSTS PLUGS KENTLEDGE STRATA CLAYS RIVER HOOGLY CALCUTTA INDIA ASIA 306 DISCUSSION O N [Minutes of Discussion. Mr. Anderson. Mr. DAVIDANDERSOrNemarked that he...

...C M NORRIE © Thomas Telford and ICE 1933 JOHN COCHRANE TUNNELS RIVERS CABLES ELECTRICITY SUPPLY POWER ENERGY COUNTRIES DEVELOPING LAYOUT COMPRESSED AIR SAFETY LABOUR INDIGENOUS LININGS SHAFTS DRIVING TUNNELLING SHIELDS HOODED HOODS EXCAVATING BORING TRIAL...

...A W MANTON; A R NEELANDS; E G WALKER; R CARPMAEL © Thomas Telford and ICE 1932 CEMENTATION TUNNELS RAILWAYS RIVERS ESTUARIES GROUTS CEMENT INJECTION GROUTING LININGS BRICKWORK MASONRY CONTRACTORS LEAKAGE PUMPING PLANT PUMPS CAVITY INFLOW EROSION STRENGTHENING...

... TESTING STRENGTHENING PRESSURE TUNNELS TESTS URBAN WATERWORKS MAINS INCRUSTATION PIPES DISCHARGES CAST IRON PIPELINES DAMS RESERVOIRS ROCKS GEOLOGY LININGS QUALITY CONCRETE FAILURES GROUTING CRACKS CAVITY STEEL RECONSTRUCTION PROTECTION CORROSION WATER COATINGS HEIGHTENING...

... appearthatintheSydney pressure tunnelneitherthe concrete lining nor the strata in which it wasdriven were either impermeable or unyielding ; and the task of those who had had to put things right had beento overcome the effect of those drawbacks. Themeans by which that endhadbeenattainedappeared to be simple...

...R CARPMAEL © Thomas Telford and ICE 1932 FRANCOIS CEMENTATION CEMENTATION TUNNELS HISTORY STRENGTHENING LEAKAGE INFILTRATION WATER LIQUIDS CEMENT GROUTING INJECTION GROUTS DRILLING HOLES SHAFTS SEA WALLS BRICKWORK LININGS RAILWAYS RIVERS WATER ESTUARIES...

...G HASKINS © Thomas Telford and ICE 1932 CONSTRUCTION TESTING STRENGTHENING PRESSURE TUNNELS WATER SUPPLY CITIES DESIGN TUNNELLING STRATA CONCRETE LININGS TESTS REMEDIAL MEASURES MANUFACTURE SECTIONS PROTECTION TUBING CORROSION INTERIOR STEEL METHODS PLACING TUBES...

... TAILRACE FACTORIES ALUMINIUM MANUFACTURE RAILWAYS PIERS CONSTRUCTION PLANT TRIANGULATION ADITS SHAFTS DRIVING LININGS PIPES LOCHS LAKES HIGHLANDS LOCHABER SCOTLAND LOCH LAGGAN LOCH TREIG RIVER SPEY HIGHLANDS UK ~roceedingn.1 HALCROW ON LOCHABER WATER-POWER SCHEME. 31 18...

...H HOLDEN; C C JAMES; E H LLOYD; F NEWHOUSE; F C TEMPLE; G BRANSBY WILLIAMS; AOWD PINSON © Thomas Telford and ICE 1931 MAINS DRAINAGE EXTENSIONS CITIES COUNTRIES DEVELOPING SEWAGE WORKS PUMPING STATIONS COLLECTORS PUMPS LININGS CORROSION SEWERS CALCIUM SULPHATE GAS SEPTIC...

... WATER POWER HYDROELECTRICITY TUNNELS CIMENT FONDU PIPES PLANT LOCHS RESERVOIRS DESIGN CONSTRUCTION TRIANGULATION PIPELINES SURGES CHAMBERS TURBINES JOINTS WELDED HIGHLANDS RIVERS STONEY SLUICES SCREENS GATES PROPERTIES CORROSION RESISTANCE LININGS PRESSURE INVERTS...

... DIVERSION CONCRETE LININGS LOCHABER SCOTLAND UK 94 CORRESPONDENCE ON THE LOCHABER [Minuwes or Correspondence. Mr. Bell. Mr. E. B. BALLremarked that there were some points of interest in connection with the vacuum-breaking and ventilatingequipment for the penstock. In the initial stages...

... CIRCULAR LININGS PACKING SINKING JACKHAMMERS BLASTING FRICTION TIMBER MOISTURE TEMPERATURE INDUSTRIES Proceedings.] DISCUSSION ON SOME hlETIIODS OP COLD-MINING. 13 Discussion. Mr. T. 1. BAILEYremarked that at the Engineering Conference Yr. Bailey. held by The Institution in 1907 the subject...

...F W A HANDMAN © Thomas Telford and ICE 1929 MRS SIR W.G. ARMSTRONG, WHITWORTH & CO HYDROELECTRICITY POWER DEVELOPMENT ELECTRIC STATIONS RAINFALL FLOW GEOLOGY SITES DIVERSION TUNNELS EROSION CONCRETE LININGS DAMS HEADRACE SPILLWAYS WEIRS INTAKES PENSTOCKS...

...A T ARNALL; W M BECKETT; A DICKINSON; J C DICKINSON; S B DONKIN; W T HALCROW; R KENDALL; C M NORRIE; F C TEMPLE; J F HEATH; HANDMAN © Thomas Telford and ICE 1929 TATA POWER COMPANY HYDROELECTRICITY POWER DEVELOPMENT ELECTRICITY SUPPLY POWER STATIONS TRANSMISSION LINES...

...-gauge lines. It was originallyintended to demolish the tunnel by blasting it down entirely, but it was feared that, if that were done, the whole of the cliff might collapse or subsidence might occur in years t o come. The Inter-Allied Commission accordingly Proceedings.] AXD DEFENCE WORK8 OF HELIGOLAND...

... consumed daily when the aqueduct was brought into use. The aqueduct is of oval form,3 feet 9 inches high by 3 feet 2 inches wide, of a single ring of local brick 6 inches thick laidin lime. The brickworkis backed for the greater part of the work with 9 inches of clay puddleup to above thehighest flow line...

... W. 3litchcllwhether the reservoir was w a t e h g h t when finished ; in view of its careful construction, that was quite likely t o be the case. Had the result of lining the Airy Hall reservoir with four coats by a cement-gun proved satisfactory? The aqueduct was interesting, because so nlany types...