...M G PLATTS © Thomas Telford and ICE 1935 MADRAS GOVERNMENT HYDROELECTRIC DEVELOPMENT ELECTRIFICATION HYDROELECTRICITY WATER POWER COUNTRIES DEVELOPING RIVERS RAINFALL RUNOFF MONSOONS CATCHMENTS REGULATION STORAGE EVAPORATION ABSORPTION LOSS RESERVOIRS FLOODS...

...H R CLIMIE; F W FURKERT; J M LACEY; R F LEGGET; S MCCONNEL; E J T MANCHESTER; J MITCHELL; E G RITCHIE; F C TEMPLE; G MCILDOWIE; J A R BROMAGE; J S SETHI © Thomas Telford and ICE 1935 WATER SUPPLY DAMS CONSTRUCTION SILVAN DAM RESERVOIRS MURREE SILVAN DAM MELBOURNE BELFAST...

...J A R BROMAGE; J S SETHI © Thomas Telford and ICE 1935 BRAITHWAITE & CO WATER SUPPLY WATERWORKS STORAGE RESERVOIRS STEEL SITES SELECTION FOUNDATIONS PILLARS RETAINING WALLS ERECTION PAINTING PIPELINES PIPES TOWNS COUNTRIES DEVELOPING MURREE INDIA...

...G MCILDOWIE © Thomas Telford and ICE 1935 S PEARSON CONSTRUCTION RESERVOIRS WATER SUPPLY BORING UNWATERING DEWATERING EXPLORATORY SHAFTS DECOMPRESSION VALVES COMPRESSION PUMPING SINKING CONES TUBES TOWERS AIR COMPRESSED DISEASES TREATMENT BENDS PUMPS TRENCHES...

...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...

... generate theoretically 0.1 HP.-year. That relation was exact, and he had found it of very great value in making calculations when prospecting for hydro-electric sites.) The Paper only con- templatedthe power obtainablewith reservoirs storingapproxi- mately the estimated minimum yield in the past...

...W J E BINNIE; SIR M MACDONALD; H P HILL; R C S WALTERS; G W M BOYCOTT; H J B HARDING; G MCILDOWIE © Thomas Telford and ICE 1935 WATER SUPPLY DAMS CONSTRUCTION SILVAN DAM RESERVOIRS ROCKS SHAFTS SINKING BOULDERS SILT CONTRACTORS CONTRACTS METHODS DECOMPRESSION DIVERS...

..., Plate 7). This dam was to impound water to a depth of 14 feet, and would have been 45 feet in height from its lowest rock foundation, the reservoir so formed having an estimatedinitialcapacity of 500 million gallons. A sand catch-wall 3 feet high was to have been constructed at the head of the reservoir...

... [Minuter of Mr. Homphreyr. Dr. Engel. namely, the effect of evaporation in reducing materially the capacity of a shallow reservoir. Whendesigning the Kumasi water-supply, the evaporation losses were taken as 0.092 inch per day. The mean temperature a t Kumasi was 79" F. andthehumidity was about 84 percent...

... COEFFICIENTS RESERVOIRS PIPES DISCHARGES SPILLWAYS DAMS PIPELINES MARAMSILLI ITALY 410 CORRESPONDENCEON SURGE TANKINSTALLATIONS [Minutee of Correspondence. nlr. Addison. Mr. H. ADDISONstated that he had read Mr. Davies's Paper with much interest but without beingconvinced that the problem...

...P DAVIES © Thomas Telford and ICE 1933 LAWS SIPHONS BERNOULLI THEORUM FLOW MODELS EXPERIMENTS DESIGN TESTS SPILLWAYS RESERVOIRS DISCHARGES PRESSURE CALCULATIONS CLASSIFICATION OUTLETS EXITS HEADS LOSS EDDIES BENDS FRICTION RESISTANCE WALLS COEFFICIENTS WORKING FREE...

... 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...

...D E LLOYD DAVIES; D E L DAVIES; W SANTO CRIMP; H C MASON © Thomas Telford and ICE 1932 GREATER CAPETOWN WORKS AUGMENTATION WATER SUPPLY CITIES RESERVOIRS DAMS SPILLWAYS OUTLETS PIPELINES DISCHARGES LOSS FORMULAE PIPES PROBLEMS DRAW OFF LEAKAGE URBAN GRAVITY...

... been extensively used in connectionwithsteelmains, and so far withsatisfactory results. As ProfessorSnape had assumed, the Board of Engineers had considered it prudent to maintaina gravity design for the larger composite reservoir-wall. He agreedwithProfessorSnape that it was not always practicableto...

...H ADDISON; R E BALLESTER; P DAVIES; C C INGLIS; H MAWSON; R C S WALTERS; J WILLIAMSON; A H GIBSON; T H ASPEY; F TATTERSALL © Thomas Telford and ICE 1931 EXPERIMENTS SIPHONS SPILLWAYS RATES VARIATIONS COEFFICIENTS DISCHARGES MODELS HEADS DAMS RESERVOIRS PRIMING INLETS SCALAR...

... 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...

...W T HALCROW © Thomas Telford and ICE 1931 BRITISH ALUMINIUM COMPANY BALFOUR BEATTY WATER POWER HYDROELECTRICITY ELECTRICITY WORKS RIVERS DIVERSION DESIGN RESERVOIRS CATCHMENTS MOUNTAINS TUNNELS STREAMS SIDESTREAM INTAKES SURGES CHAMBERS PIPELINES POWER HOUSES...

...SIR G W HUMPHREYS; W J E BINNIE; A B BUCKLEY; S M DIXON; E PARRY; W T HALCROW; A H NAYLOR; H W S HUSBANDS; A H GIBSON © Thomas Telford and ICE 1931 EXPERIMENTS SIPHONS SPILLWAYS MODELS DISCHARGES RESERVOIRS AUTOMATIC WATER COEFFICIENTS HYDRAULICS VELOCITY PRESSURE 238...

.... PLATE1S4 & 15 ,, Professor R. V . SOUTHWELL JSameFsorrest Lecture, Aeronautical Progress, 1914 t o 1930. CORRIGENDA. Vol.229,p.409, line 23, for Leicester read Sheffield; p. 411, lines 12 and 13,for Derwent Valley read Durham County. © Thomas Telford and ICE 1930 DIVERSION RIVERS RESERVOIRS...

...R W S THOMPSON © Thomas Telford and ICE 1930 DERWENT VALLEY WATER BOARD DIVERSION RIVERS RESERVOIRS VALLEYS WORKS WEIRS INTAKES WATERCOURSES DRAINAGE AREAS DISCHARGES SIPHONS CUT AND COVER CHANNELS STEEL PIPES TUNNELS CEMENT MORTAR VENTURI FLUMES TESTING METHODS...