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1-4 of 4
Keywords: HEADRACE
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (4): 813–841.
Published: 01 August 1989
...J TATTERSFIELD; JC BENNETT WLPU CONSULTANTS EWBANK PREECE HYDROELECTRICITY PROJECTS FINANCE CONSTRUCTION COUNTRIES DEVELOPING DAMS EMBANKMENTS TENDERING MANAGEMENT SPILLWAYS TUNNELS SHAFTS DIVERSION HEADRACE TAILRACE POWER HOUSES CAVERNS SURFACE STRUCTURES INTAKES...
Journal Articles
B A BERDAL, L G KIEL, E J K CHAPMAN, J K HUNTER, H G KEEFE, H HEADLAND, M J KENN, W E BLACKMORE, D A BROWN, R FREER, J C A ROSEVEARE, D C WILLETT, F JOHANSEN
Proceedings of the Institution of Civil Engineers (1966) 33 (3): 481–491.
Published: 01 March 1966
... CONDITIONS DAMS LAW RELATIONS SLABS BUTTRESSES POWER CLAYS SOFT RADIAL GATES MODELS TESTS PLANT STABILITY HEADRACE CANALS HYDROLOGY RUNOFF FLOW INTAKES COSTS SKOGFOSS PASVIK RIVER LAKE ENARE NORWAY USSR EUROPE FINLAND SCANDINAVIA RUSSIA Discussion on Paper No. 6847...
Journal Articles
Proceedings of the Institution of Civil Engineers (1965) 30 (2): 271–290.
Published: 01 February 1965
... is closed by an earth-fill dam. The power station consists of a headrace canal, power station and tailrace canal. The canals and the pit for thepower station have been excavated in rock, mostly of bad quality. INTRODUCTTON SKOGFOPSOSWERPLANTis located in theextreme northeast of Norway, on the Pasvik River...
Journal Articles
Proceedings of the Institution of Civil Engineers (1960) 17 (2): 201–218.
Published: 01 October 1960
... ALTERNATORS HYDRAULIC CONDITIONS RESERVOIRS OPERATION IRRIGATION COUNTRIES DEVELOPING AUXILIARY EQUIPMENT CONTROL POWER STATIONS COFFERDAMS HEADRACE INTAKES POWER HOUSES SUBSTRUCTURES SURGES BASINS TUNNELS TAILRACE CONCRETE BUILDING MATERIALS LUBRICATION ASWAN RIVER NILE...
