... 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. DELFT UNIVERSITY...

... 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...

...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...

..., one of which was concerned with research on soil stabilized roads, whilst another supervised the work of a small test-track. On the hydraulics and irrigation side there was one Central Research Station, the IndianWaterways Experimental Stationa t Poona, which for many yearswas under the control of Sir...

...J M LACEY; P CLAXTON SILT RIVERS BEHAVIOUR HYDRAULICS DEPOSITS EROSION VELOCITY RAVI RIVER INDIA ASIA © Thomas Telford and ICE 1943 344 CORRESPONDENCE ON HYDRO-ELECTRIC DEVELOPMENT. Mr. Whitcher had givenavaluable summary of the transmission problem...

...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...

... students of hydraulics. TOPOGRAPHOYF RIVER. Fig. 1,Plate 1 shows a general plan of the alluvial plain of the river, within which most of the survey work has been done. It is interesting to note how the narrow alluvial plain is shut in by high ground and how the river is constricted a t numerous places...

... DISTRIBUTION PRESSURE TUBES AIR RESERVOIRS WATER VALVES SHAFTS HYDRAULICS TURBULENT CONDUITS CONDUITST,UNNELS, BENDS, AND SIPHONS. 491 Discussion. TheAuthor explained that the Paper was largely based on information furnished in certain previous Papers presented to The Institution, to which...

... 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...

...J WILLIAMSON 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 INSTALLATIONS DESIGN WATER PONDS...