...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...

..., that there were objections to simpler designs, and that the Ambursen type was the only practicable type in the circumstances. There were many references in Mr. Hellstrom's Paper to the use of models in determining the best design for the spillway and apron, and the satisfactoryresults that had been...

... 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...

...S M DIXON; C D C BRAINE; A H GIBSON; H W S HUSBANDS; P DAVIES; W T HALCROW; E BATCHELOR; J WILLIAMSON; W COWEN © Thomas Telford and ICE 1933 MANCHESTER UNIVERSITY SURGES TANKS INSTALLATIONS SCALE MODELS INVESTIGATIONS NON UNIFORM LAWS SIPHONS FLOW SPILLWAYS EXPERIMENTS...

...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...

...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...

...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...

...A H GIBSON; T H ASPEY; F TATTERSALL © Thomas Telford and ICE 1931 MANCHESTER UNIVERSITY EXPERIMENTS SIPHONS SPILLWAYS TESTS MODELS LABORATORIES HEADS COEFFICIENTS DISCHARGES OUTLETS FORMS INLETS DYNAMICS SIMILARITY DISTRIBUTION PRESSURE VELOCITY VARIATIONS PRIMING...

...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...

... STEAM STATIONS LININGS EROSION DESIGN SPILLWAYS ROPEWAYS CAPACITY ARAPUNI BOMBAY RIVER WAIKATO SEVERN THANA CREEK NEW ZEALAND INDIA UK Proceedings.] POWER-DEVELOPNENT. 269 the leakage water discharged by the porous drains (55 per cent. of Ddr.Handman. the total leakage...

... dam ; (7) the spillway-weir ; (8) the penstock intakes ; (9) the penstocks ; (10) thecable-tunnel;and (11) the temporary ropeway. To permit of the construction of the main dam, the river was diverted on theeast side of the gorge, through a tunnelfitted with hydraulically-operated valves t o regulate...

...C C INGLIS; J MACALISTER; E C THRUPP; A J WADLEY MARAMSILLI RES. KHADAKVASLA INDIA ASIA © Thomas Telford and ICE 1927 RESERVOIRS AUTOMATIC SIPHONS SPILLWAYS HYDROELECTRICITY STATIONS REGULATORS DESIGN MODELS DISCHARGES PRESSURE FLOODS WATER LARGE CAPACITY...

... for such a simple piece of plant.The use of siphons would appeal to all hydraulic engineers, in view of their low cost of construction, as compared with an ordinary spillway, and their compact design. The siphon was not only automatic, it was also very sensitive in the adjustment of the discharge. While he...

...P DAVIES rroceediug j DAVIES ON AUTOMATIC SPILLWAY. 39 22 February, 1927. FREDERICKPALMER, C.I.E., President, in the Chair. The PRESIDENinTa,nnouncing the death of Mr. Jebb, a former member of Council, stated that theCouncil had passed the folIowing resolution, with which, he was sure, the members...

... in Fig. 7 : Plate 1, of Vol. CXC of the Frocecdings,invited attention to the increase ill discharge over a spillway obtainable by roundin:, t o Q fairlylargc radius, bsth thp upstrmm and ci0~11- stream edges of the crezt. In the cnse of a rescrvoirconstructcrl by Mr. Balfour some lit,tle timehack...

... LABORATORIES CREST VISCOSITY YIELD CALCULATIONS RESERVOIRS SPILLWAYS FLOW NANT Y GRO WALES CABAN UK ...

...H H DARE Tapers.] DARE ON TBE SPILLWAYS OF CURRINJUCIZ DAU. 333 (Paper No. 4 4 0 8 . ) The Spillways of Burrinjuck Dam. By HENRYHARVEDYARE,M.E., M. Inst. C.E. THEIiurrinjuck dam, New South Wales,hasbeen constructed to storethewaters of the Murrumbidgeeriver for theirrigation...