..., although thepresent regulated flow is 1,700 cubic feet persecond.When further regulatingworksarecarried out,theestimatedregulated flow will be 2,000 cusecs; the turbines at the planthave been designed to utilize a flow of 3,000 cusecs under full head, and the dischargeworks are capable of passinga floodof...

...H A SIEVEKING © Thomas Telford and ICE 1931 HYDRAULIC ACCUMULATORS STATIONS CONDITIONS USE PUMPING WATER PUMPING STATIONS RESERVOIRS PLANT PUMPS MACHINERY FRICTION TURBINES EFFICIENCY PIPELINES COUPLINGS CONTROL STORAGE BASINS APPLICATIONS UK SELECTED...

.... INmost hydro-electric installations, when either the tunnel or the pipe-line (penstock) or both are long, it is necessary to make use of a surge-chamber (stand-pipe) to avoid excessive changes of pressure when turbines are started or stopped. To-day, this is of great and increasing importance, in view...

...H MAWSON; FRANCIS © Thomas Telford and ICE 1927 LEADING METHODS CALCULATIONS DIMENSIONS SETTING OUT BLADES FORMS HYDRAULIC TURBINES MIXED PROPELLERS SPEED Ghe 3netitution of Cfofl EnQfneers. SELECTEDENGINEERING PAPERS. BEINGO) RIGINAL COMMUNICATIOONRSDERED BY THE COUNCIL...

...A H GIBSON; S LABROW © Thomas Telford and ICE 1926 EFFICIENCY REGAIN STRAIGHT BENT DRAUGHT TUBES EXPERIMENTS MODELS TURBINES KINETICS PRESSURE CURVED BENDS SELECTEDENGINEERING PAPERS. BEINGORIGINALCOMMUNICATIONORSDERED RY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION...