...T S R WINTER Synopsis The Paper describes a method of assessing the quantity of silt and debris discharged by streams and by the run-off from catchment-areas, with the consequent loss in storage-capacity of the reservoirs. This method is intended to be used when the original contoured plans...

.... These factors have to be considered in addition to head losses between river-level and the pumps, since, apart from the additional wear and tear in the pumping plant, the disposal of great quantities of silt and sand from the settling tanks at a large works over period of years can become quite a serious...

... RESISTANT ENTRAINED WATER RATIOS FROST SEAWATER STRENGTH LOSS FAILURES PILES HAC HIGH ALUMINA HIGH ALUMINA DRIVING TESTS ATTACK AGENTS RESISTANCE CORRESPONDENCEON THE DETERIORATION OF CONCRETE IN STRUCTURES. 567 CORRESPONDENCE ON PAPERSPUBLISHED IN MAY 1949 JOURNAL. Paper No. 5722...

...J WILLIAMSON © Thomas Telford and ICE 1948 DRAG VELOCITY PRODUCTION TURBULENT LOSS ENERGY HEADS PIPES LAWS REGIONS FLOW CORRIGENDA. 389 CORRIGENDA. May 1948 Journal, Paper No. 5640 (Williamson) : (Ap. 253, bottom line. For (F1 X F1 X K X V D ) reed X K3 X h- X VD (p. 257...

...J WILLIAMSON; H CHATLEY; W F GILBERT; S K ROY © Thomas Telford and ICE 1948 DRAG VELOCITY PRODUCTION TURBULENT ENERGY LOSS HEADS PIPES LAWS REGIONS FLOW EQUATIONS VORTICES FORMULAE COEFFICIENTS CORRESPONDENCE ON THE DRAVGELOCITY IN PIPES IN THE +LAW REGION OF FLOW. 437...

...J WILLIAMSON © Thomas Telford and ICE 1948 DRAG VELOCITY PRODUCTION TURBULENT ENERGY LOSS HEADS PIPES LAWS REGIONS FLOW FORMULAE RESISTANCE FRICTION METHODS VARIATIONS KINETICS ENERGY PRESSURE APPLICATIONS TOWED BOARDS DISSIPATION TURBULENCE COUNTERFLOW CIRCULATION...

...H CHATLEY; R W S THOMPSON; C M WHITE; H KIRCHBACH; W SCHUBART © Thomas Telford and ICE 1948 COMMITTEE ON VELOCITY FORMULAE PANEL ON LOSSES IN PIPE BENDS COMVELFOROPECHAPIP PANLOSPIPBENELB ENGINEERING RESEARCH VELOCITY FORMULAE OPEN CHANNELS PIPES LOSS BENDS ELBOWS...

... LOSS SHRINKAGE KARACHI PAKISTAN INDIA ASIA SEXTON ON PRE-STRESSERDEINFORCED-CONCRETHEANGAR AT THECIVILAIRPORT OF EARACHI. 109 Paper No. 5571. Pre-stressed Reinforced-Concrete Hangar at the Civil Airport of Rarachi. By CYRIL GEORGESEXTONM, .I.C.E. (Ordered by the Council...

...R A BAGNOLD BEACHES FORMATION WAVES MODELS EXPERIMENTS TANKS WATER MOVEMENT PROFILES BEHAVIOUR EFFECT IMPERVIOUS MATERIALS CREST LATERAL INSTABILITY ENERGY LOSS PERCOLATION SAND SIZE GRADING PARTICLES PEBBLES VARIATIONS TIDES AMPLITUDE SUBMERGED WALLS ACCELERATION...

... is calculated. (It is assumed that losses a t entrance and exit and a t junctions are negligible.Losses a t bends can beallowed for byadding an estimated amount to the measured length of the pipe.) Unless the assumed heads are correct., a t some junctions more water is found to be 1 Correapondcnee on this Paper...

... causing a fringe of less dense steam to break away from the main flow. Since in most turbines the stream of steam is continuous for the whole circumference,this effect a t the ends introducesinto such nozzle-tests losses which do not arise in a turbine itself. On the other hand, this effect at the inner...

...J ALLEN; H CHATLEY; J WILLIAMSON © Thomas Telford and ICE 1939 RESISTANCE FLOW WATER RIVERS MODELS SCALE BEDS FRICTION CURVATURE LOSS EDDIES TORTUOUS HYDRAULIC ALLUVIAL ROUGHNESS VISCOSITY TEXTURAL CORRESPONDENCE ON FLOW-RESISTANCE OF RIVERS. 387 Paper No. 5161...

...C F COLEBROOK; T BLENCH; H CHATLEY; E H ESSEX; J R FINNIECOME; G LACEY; J WILLIAMSON; G G MACDONALD © Thomas Telford and ICE 1939 TURBULENT FLOW PIPES TRANSITION REGIONS SMOOTH ROUGH PIPES LAWS FORMULAE EXPONENTIAL DISCHARGES PRESSURE LOSS FRICTION COEFFICIENTS...

...J WILLIAMSON; H ADDISON; T BLENCH; H CHATLEY; R W G CLERKE; J R FINNIECOME; A H GIBSON; G LACEY; J M LACEY; A MAUDE; P W SEEWER © Thomas Telford and ICE 1939 FLOW LARGE PIPES CONDUITS TUNNELS BENDS SIPHONS ROUGHNESS FORMULAE EXPONENTIAL VORTEX LOSS HEADS VELOCITY FRICTION...

...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...

...P DAVIES; S V PURANIK © Thomas Telford and ICE 1936 FLOW WATER RECTANGULAR PIPES BENDS EXPERIMENTS LOSS PITOT TUBES SERIES SURVEYS TURBULENT COEFFICIENTS JOINTS VELOCITY SIPHONS DAVIES AND PURANIK ON FLOW OF WATER. 83 Paper No. 5035. The Flow of Water throughRectangular...

...M G IONIDES © Thomas Telford and ICE 1936 FLOW PIERS SMALL LOSS HEADS FORMULAE IONIDES ON FLOW BETWEEN PIERS. 525 Paper No. 5026. Flow Between Piers : The Case of Small Loss of Head. By MICHAELGEORUEIONIDEBS.,A. (Ordered by the Council to be published in abstractform only...