...A E KELSON © Thomas Telford and ICE 1935 SILVAN DAM CONSTRUCTION DAMS CITIES WATER SUPPLY STORAGE RESERVOIRS PLANNING PLANT COSTS STAFF MATERIALS TESTS FILL CONSOLIDATION EARTH EARTHFILL CONCRETE QUARRIES CORES WALLS OUTLETS CONDUITS EXCAVATING PUMPING TIMBERING...

... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

...,ion of a more suitable cement for massconcrete. TheAuthors had made no reference tothe cost of the undertaking, but he had ascertained from the balance-sheet of the Perak Company thatits capital was more than f4,500,000. The plant installed in the two stations, from the Papers, was rather more than...

... unnecessary. In the original report a clear span of 200 feet had been suggested-whichwas the same as that of the TowerBridge-and he still held that it would be quite sufficient. The extra 50 feet had added f50,OOO to the cost. The reasons for adopting a vertical-lifting bridge instead of some other type...

... operations inIndia.He ventured to commend a perusal of the above-mentioned Paper to those who had to estimate the yield of a catchment. With regard to regulation and storage, he did not understand what was meant by " 90 per cent. of minimum year "1 and " unit cost " in the headings of the Table on p. 470...

.... It seemed that the inrush of water had scoured beneath the lining outside the area enclosed by the cofferdam built for the remedy of the second trouble, and he thought that as long as the drainage-pipes were open they might still be a source of trouble in the future. Regarding the cost, the Public Works...

...J D ATKINSON; E D KIBBLE; F G COALES; C H CLARKSON; F W STEPHEN © Thomas Telford and ICE 1935 BRIDGES GIRDERS PIERS FLOODS SUPERSTRUCTURES COSTS ROLLERS DECKS ISKANDAR BRIDGE PERAK RIVER NILE KHEDIVE ISMAIL MALAYA MALAYSIA ASIA EGYPT AFRICA Proceedings.] N E...

...E J BUCKTON © Thomas Telford and ICE 1935 CONSTRUCTION HARBOURS LAYOUT DESIGN PLANT SITES SURVEYS SITE INVESTIGATION WORKS BREAKWATERS WHARVES OIL DOCKS WALLS DREDGING RECLAMATION BORERS TEREDO PIDDOCK PHOLAS COSTS QUARRIES EXPLOSIVES HAIFA PALESTINE...

... complaints, much more pronounced. It was in circumstances such as these that I entered upon my duties in the County of Eent. It must be remembered t h a t a tthis time practically the whole of the cost of the maintenance and repair of highways was a charge upon the rates, and as the local authorities had...

... intotheir depreciation funds to pay dividends, or, alternatively, raising fresh capita1 when their old plant was worn out and new plant became a necessity. Heavy gradients affected the cost both of road- and rail- transport. ; the railway, on its Midland line, over a length of 16 miles, had long gradients...

... considerablytoits cost) ; (2) doubtastothe effect of evaporationin reducing materially the capacity of a shallow reservoir ; (3) excessive wear on the well pumps was anticipated owing to the turbidity of the water ; and (4)the high cost of chemical precipitation. The most favourable of the gravitational schemes...

...J W SPILLER © Thomas Telford and ICE 1934 ROADS RAILWAYS DEVELOPMENT ECONOMICS INFRASTRUCTURE COUNTRIES DEVELOPING COSTS CONSTRUCTION SURFACES MOTORS TRANSPORT GOODS REVENUE FINANCE REGULATION COLONIES STATISTICS MALAYA KENYA NIGERIA TANZANIA TANGANYIKA MALAYSIA...

... COFFERDAMS WALLS DOCKS COSTS DREDGERS MOMBASA ST HELIER JERSEY CHANNEL ISLANDS KENYA AFRICA UK 140 CORRESPONDENCE ON HARBOUR WORKS AT [SIinutes of Correspondence. Mr.Alliion. Mr. B. J. ALLISONremarked that the methods adopted for breaking the rock at St. Helier by the use of a Lobnitz...

... the Paperthat,inthe absence of a telescopic carriage, it was very doubtfulwhether Mr. Fforde would have been able to provide a slipway for a ship of that size a t anything approaching the cost mentioned; he would havehadtocontent himself with merely 124 DISCUSSION ON HARBOUWR ORKASMTOMBASA Mr. Mitchell...

..., Fitzmaurice, and Wilson to investigate and report on general harbourimprovements atElindini,toobtain the best site and probable cost of constructing 2,000 linear feet of quay wall with 33 feet of water alongside, with the necessary reclamation, transit sheds, and road and rail access, etc. This report, dated...

... DESIGN STRUCTURES FOUNDATIONS ARCHES COSTS TESTS MATERIALS SILICON STEEL IZOD BARS SPANS SPANDRELS TENSILE STRENGTH FINANCE CONTRACTORS EXCHANGE RATES LOSS TRUSSES LOADS TENDERING CONTRACTORS PYLONS ERECTION CRANES CANTILEVER SYDNEY NEW SOUTH WALES AUSTRALIA 402...

... at the wrong angle. The pronounced batter given to the front faces of the abutments was also unfortunate,andgavethe impression of a buttress intended to counteract a thrust from the other side. Those pylons had cost 750,000 ; might not that money have been better spent in other ways to obtain an ssthetic...

... 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...

... PUMPING ELECTRICAL PLANT PUMPS ELECTRIC SIGNALLING SYSTEMS SIGNALS EMERGENCIES VALVES LABOUR COSTS PUBLIC HEALTH MACHINERY SEA OUTFALLS PIPES AUTOMATIC APPARATUS SANITATION CONTROL TROPICS GEORGETOWN BRITISH GUIANA GUYANA SOUTH AMERICA Proceedings.] MAM DRAINAGE...

...H W H RICHARDS © Thomas Telford and ICE 1933 STEAM ELECTRIC DIESEL TRACTION TRAINS RAILWAYS TRAFFIC SERVICES CONDITIONS LOADS SPEED DENSITY FORMATION COSTS CAPITAL RELATIVE OPERATING TRACTIVE RESISTANCE SUBURBAN TRACTORS DESIGN POWER CHARACTERISTICS CURVES...