.... This causes considerable afflux, and hence increased velocity. Thus scour is a more serious problem, and foundationsmust be secured that will either resist scour or are below the depths towhich it may be expected to extend. Thesite selected involved nearly 4 miles of new approach-road construction...

... points to thewetted perimeter,and thehydraulic mean depthis a rational factor toemploy. The concept of regime flow involves dynamic equilibrium. If by V , R, S, and f respectively are denoted the mean velocity, hydraulic mean depth, slope, and silt grade, it is possible to derive from...

...A H GIBSON; W COWEN © Thomas Telford and ICE 1933 MANCHESTER UNIVERSITY SURGES TANKS INSTALLATIONS SCALE MODELS INVESTIGATIONS NON UNIFORM UNIFORM TESTS PIPELINES LOADS VELOCITY TALLULAH FALLS GEORGIA WALCHENSEE KERCKHOFF UNITED STATES USA NETHERLANDS...

...P DAVIES; A H GIBSON; S M DIXON; J WILLIAMSON; H H WHEATON; J GOODMAN; INGLIS; BALLESTER; E BATCHELOR; F TATTERSALL; H ADDISON; C D C BRAINE; H W S HUSBANDS © Thomas Telford and ICE 1933 MANCHESTER UNIVERSITY LAWS SIPHONS FLOW DESIGN COEFFICIENTS VELOCITY BENDS MODELS...

... VELOCITY PRESSURE DESIGN COEFFICIENTS DISCHARGES LOSS HEADS 394 DISCUSSION ON SURGE TANK INSTALLATIONS [Minutes of Professor Dixon. Discussion. Professor S. M. DIXONremarked that much oMf r. Davies s Paper was devoted t o criticism of ProfessoGribson s Paper on siphon spillways, and it would...

... CURVES PRESSURE ECCENTRICITY EQUATIONS VELOCITY LEAKAGE ENDS MATHEMATICS THEORY HYDRODYNAMICS Discussion. Professor GOODMANexhibited and explained a working modelProfmor to demonstrate the changes of position of ajournalrotating in Gocdmau, a lubricated bearing which occurred under changes...

... the problem, and was fundamental as a factor. Velocities were intimately connected with the time. The Reynolds formula for the tidal period of the model in terms of the vertical and horizontal scales was based on the relationship between the velocity of a tidal wave and the depth of the channel a t any point...

... DESIGN VELOCITY WALLS QUAYS PILES SEWAGE DISCHARGES TESTS SILTATION EXPERIMENTS ODOURS EFFLUENT GRAINS TEMPLATES BOMBAY CALCUTTA KING GEORGE INDIA ASIA so DISCUSSIOX ON CALCUTTA TRIAL NONOLITIiS [Minutes of Discuasion. The President. ThePRESIDENT, in moving thevote...

...-figceH,,tohreCd=isc&h/aArge of a Proceedings.] EXPEHIMEETS ON SIPHSOPNILLWAYS. 205 where Q denotes the discharge in cusecs, A the cross-sectional area of the throat of the siphon, W the mean velocity at the throatH, the working-head in feet, and C the coefficient of discharge. The value of C varies...

.... If it was necessary t o limit the rise of level in the reservoir to about 2 feet above the overflow-weir, the mean velocity of discharge would be about 5 feet per second. If a siphonic discharge were substituted, it would be possible under the bestpractical conditions to get a velocity a t least five times as high...

... EFFECT VISCOSITY ACTION VELOCITY RESISTANCE LOSS DISTRIBUTION PRESSURE DOWNSTREAM CONDITIONS MEASUREMENT 256 COKKESPONDENCE ON EXPERIMENTS [Minutes of Correspondenoe. m . Addison. Mr. H. ADDISONremarked that he would be glad to learn whether the Authors had formed any conclusions...

...SIR GW HUMPHREYS; W J E BINNIE; J S ALFORD; R W ALLEN; API COTTERELL; H W S HUSBANDS; A J MARTIN; C S SPARROW; C T A HANSSEN; AOWD PINSON © Thomas Telford and ICE 1931 DRAINAGE EXTENSIONS CITIES COUNTRIES DEVELOPING SEWAGE WORKS FAILURES CORROSION COLLECTORS VELOCITY...

...G LACEY © Thomas Telford and ICE 1930 STABLE CHANNELS ALLUVIUM SILT RIVERS CANALS TRANSPORT ALLUVIAL SILTATION CHANNELS VELOCITY RATIOS REGIMES FORMULAE DISCHARGES BEDS ARTIFICIAL SCOUR FACTORS EQUATIONS WATERWAYS CHENAB RIVER GANGES ~roceedin~s.1LACEY...

...W W GRIERSON; ES LINDLEY; F W WOODS; A B BUCKLEY; J S OWENS © Thomas Telford and ICE 1930 STABLE CHANNELS ALLUVIUM VELOCITY RIVERS CANALS WATERWAYS SILT ALLUVIAL SILTATION REGIMES DISCHARGES RATES SETTLEMENT WATER CHENAB RIVER RIVER RAVI IBRAHIMIA CANAL GANGES...

... VORTICES RIVERS CANALS FORMULAE VELOCITY FLOW OPEN DEPTH WATERWAYS DETRITUS HYDRAULICS TURBID PIPES GRADIENTS FRICTION DRAG TRANSPORTATION DATA REGIMES DISCHARGES FLOODS RUGOSITY COEFFICIENTS LAWS PUNJAB BIJNOR INDIA EGYPT 312 CORRESPORDENCE ON STABLE [Minuteo...

... WATER SUPPLY FLOW IMHOFF VELOCITY TRENTON NEW JERSEY DELAWARE RIVER MILWAUKEE USA Proceedinge.] CORRESPONDENCE ON SEWAGE WORKS. 185 Correspondence. Mr. WM, PAIRLEYobserved that the Paper was descriptive of Mr. Fairley. works for thetreatment of sewage by sedimentation only...

... of thePresidentt,hethanks of TheInstitution accorded to the Author. (Paper No. 4545.) the were A Theory of Silt and Scour. By WILLIAMMAURICEGRIFFITH,Assoc. M. Inst. C.E. THE silt-transporting power of a stream varies with the difference between the velocities of filaments of the current a t unit distance a-part...

... they should allow for scour in sinking the piers below the river-beds. So faras his own experience went-and he thought it applied to others-it had been a matter of basing his decision on his judgment, upon the facts ascertainable as to velocity and scour, height of flood, depth of water, and so...

...R E BALLESTER; E S BELLASIS; P CLAXTON; K O GHALEB; G HEARN; KENNEDY; G LACEY; J M LACEY; E S LINDLEY; J S OWENS; R L PARSHALL; R E PURVES; J A SPRECKLEY; E F SYKES; E C THRUPP; W L C TRENCH © Thomas Telford and ICE 1927 THEORY SILT SCOUR FORMULAE CANALS VELOCITY DEPOSITION...

...G H CLAPHAM; H A HAMMICK; S M HOLDEN; F W MACAULAY; L F MOUNTFORT; F C TEMPLE © Thomas Telford and ICE 1926 PRESSURE BOOSTING STATIONS WATERWORKS AUTOMATIC REGULATION PUMPS MERCURY PRESSURE ECONOMICS WATER SUPPLY VELOCITY MONTEVIDEO URUGUAY UK Proceedinga...