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Keywords: HYDRAULICS
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Journal Articles
W H HAILE, H CHEETHAM, J T THIJSSE, W E DORAN, H C BOWEN, W P THOMPSON, G W ROOKE, H D MORGAN, P FRANK, C CLAY, I P HAIGH, J H JELLETT, T P O SULLIVAN, B STANDING, C INGLIS
Journal of the Institution of Civil Engineers (1951) 35 (3): 153–169.
Published: 01 January 1951
... discharge had been 40,000 cusecs with a catchment area of 2,785 square miles above it, whilst for the Thames, at Teddington, the peak discharge had been 25,200 oilsecs, with a catchment area of 3,812 square miles. The hydraulic gradients shown in the Paper averaged 1.: 1,500, which was considerablysteeper...
Journal Articles
Journal of the Institution of Civil Engineers (1951) 35 (3): 135–152.
Published: 01 January 1951
... to lack of facilities in Great Britain, an hydraulic model was constructed by Professor Thijsse at Delft University, Holland, and thirty-one separate schemes were investigated. The Paper concludes with a description of the scheme finally adopted, which is now being carried out. FLOODS PREVENTION...
Journal Articles
Journal of the Institution of Civil Engineers (1946) 27 (1): 16–47.
Published: 01 November 1946
...G LACEY © Thomas Telford and ICE 1946 GENERAL THEORY FLOW ALLUVIUM REGIMES RELATIONS THEORY CHANNELS ABNORMAL HYDRAULICS DISCORDANT WIDTH CANALS DATA PHYSICAL ALLUVIAL PUNJAB INDIA ASIA 16 LACEY ON AGENERATLHEORY OF FLOW IN SLLUVIUM. Paper No. 5518...
Journal Articles
W H GLANVILLE, W L CAMPBELL, A J H CLAYTON, A W H DEAN, C G EVANS, J T EVANS, R HEYWOOD, G LACEY, R F LEGGET, A S MACLAREN, T W MORAN, A J S PIPPARD, A R THOMAS, J G THON
Journal of the Institution of Civil Engineers (1945) 24 (8): 516–535.
Published: 01 October 1945
... MATERIALS HYDRAULICS WATERWAYS AIRPORTS TRANSPORT PAVEMENTS DESIGN UNIVERSITIES LABORATORIES FINANCE INFORMATION LIBRARIES MARITIME AIR UK INDIA 516 CORRESPONDENCE ON Paper No. 5482. '' Civil Engineering Research and its Future By WILLIAMHENRYGLANVILLEC, .B.E., D.Sc., Ph.D., M. Inst...
Journal Articles
Journal of the Institution of Civil Engineers (1943) 20 (Supplement 8): 344–347.
Published: 01 October 1943
...J M LACEY; P CLAXTON RAVI RIVER INDIA ASIA © Thomas Telford and ICE 1943 SILT RIVERS BEHAVIOUR HYDRAULICS DEPOSITS EROSION VELOCITY 344 CORRESPONDENCE ON HYDRO-ELECTRIC DEVELOPMENT. Mr. Whitcher had givenavaluable summary of the transmission problem...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 15 (4): 237–267.
Published: 01 February 1941
...A G VAUGHAN-LEE © Thomas Telford and ICE 1941 BARRAGES WORKS MATERIALS WORKYARDS CONSTRUCTION MECHANICAL EQUIPMENT PLANT MACHINERY COUNTRIES DEVELOPING HISTORY REGULATORS RIVERS ABUTMENTS CANALS HYDRAULICS RESEARCH LABORATORIES IRRIGATION ROADS SURFACING GRANITE...
Journal Articles
Journal of the Institution of Civil Engineers (1940) 14 (6): 227–234.
Published: 01 April 1940
...H CHATLEY © Thomas Telford and ICE 1940 HYDROLOGY RIVERS TOPOGRAPHY HYDRAULICS MEASUREMENT RECORDS SILT LEVELS PRECIPITATION EVAPORATION DISCHARGES VELOCITY YANGTZE RIVER CHINA ASIA C!HATLEY ON THE HYDROLOCJY OF THE YANGTZE RIVER. 22'1 Paper No. 5223...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 451–490.
Published: 01 April 1939
...J WILLIAMSON © Thomas Telford and ICE 1939 PIPES CONDUITS TUNNELS BENDS SIPHONS FLOW DATA HYDRAULICS VELOCITY ENERGY KINETICS FORMULAE EXPERIMENTS ROUGHNESS FRICTION DISTRIBUTION STREAMS UNIFORM CURVES MOTION PRESSURE VISCOSITY RESISTANCE DISCHARGES LOSS HEADS...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 561–572.
Published: 01 April 1939
... ELECTRICAL STEEL CAST HEADS LEAKAGE FILLING INSPECTION UNDERWATER FLOW HYDRAULICS OPERATION MODELS FRICTION MEASURES BEHAVIOUR REMEDIAL REPAIRS DISTRIBUTION WATER FILL TESTS SYDNEY NEW SOUTH WALES AUSTRALIA FARNSWORTH ON WATER-SUPPLY OF SYDNEY. 561 Paper No. 5169...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 491–502.
Published: 01 April 1939
... offered no particular difficulty. The still-water well could be formed by means of non-corrodible metal plates attached to bolts projecting outwards from the cowl, as shown in Figs. 15. With regard to hydraulic considerations, the siphon could be designed on lines similar to those described bythe Author...
