...R B WHITTINGTON; E W S Ashton © 1950 Thomas Telford Ltd 1950 CAISSONS GATES PROBLEMS TRANSIENT HEADS CONDITIONS TIDES DOCKS EQUATIONS APPROXIMATE SOLUTIONS DISCHARGES COEFFICIENTS 318 W H ~ I N G T O NAND ASHTON ON A CAISSON-GATE PROBLEM Paper No. 6733 A Caisson-Gate Problem...

.... 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...

... of pile . . . . . .Selection of head and toe reinforcement . . . . . . . . . . Minor points of design .. . . . . . . . Matters requiring furthsetrudy Notea on American practice . . . . . . . . . . . . . . . Acknowledgement . . . . . . . . . . . . . . . . . . Appendix : Bibliography...

...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...

...B D RICHARDS © Thomas Telford and ICE 1946 ECONOMICS DEVELOPMENT UTILISATION WATER POWER USE ELECTRICITY HYDROELECTRICITY HIGH HEAD LOW HEAD HEADS HIGH LOW LOADS FACTORS CONDUITS PIPELINES PRESSURE TUNNELS STORAGE REGULATION STEAM PLANT CAPACITY COSTS AMORTISATION...

... the cut-offefficiency of the inner piling by making holes for drainage. It was of interest to note that, in spite of the very much greater head on the sudds used for the Assiut barrage remodelling, thequantity of drainage water pumped per hour was almost the same as at the NagHamadi barrage. From records...

... totalflow leaving it (continuity of flow), and (6) The total change in potential [head of water]along any closed path is zero (continuity of potential). A method based on statement (a) is especially applicablewhen the heads a t points of entrance to, and exit from, the system are known, but it can also...

...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...

... 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...

...A BAILEY; N D G VINCENT © Thomas Telford and ICE 1939 WIND PRESSURE EXPERIMENTS BRIDGES STRUCTURES VELOCITY RAILWAYS TRACK GIRDERS BOWSTRING HEADS ANEMOMETERS INSTRUMENTATION ELECTRIC APPARATUS INSTRUMENTS ROLLERS LAYOUT POLES MEASUREMENT CALIBRATION TESTS SPEED...

... IMPACT HEADS DRIVEN CALIBRATION CALCULATIONS STIFFNESS ENGINEERING RESEARCH. 331 ENGINEERING RESEARCH. THEINSTITUTIONRESEARCH COMMITTEE. Joint Sub-Committee on Pile-Driwing. SINCE January, 1936, the work on stresses in reinforced-concrete piles, originally commencedin conjunction...

... : Comparison of existing results of submerged-sluice experiments . . . . . .Basis of comparison .. . . .Typical graphs for high-head sluices . . . . . . . . . . .Typical graphs for low-head sluices . . . . . . . .Transformation of results : high-head typeto low-head type . . . .Transformation of results : low...

... SYMBOLASND DEFINITIONSOF TERMS. Let h, denote the head above the centre of the orifice on the upstream side. ,, h, ,, ,, head above the centre of the orificeon the downstream side. ,, h ,, ,, effectivheead, h, - h,. ,, Q ,, ,, volume discharged iunnit time. ,, A ,, 1 , area of the orifice. ,, dm...

...P DAVIES; S V PURANIK; H ADDISON; D G ELLIOT © Thomas Telford and ICE 1936 FLOW WATER RECTANGULAR PIPES BENDS EXPERIMENTS TESTS VELOCITY HEADS PITOT TUBES 620t CORRESPONDENCEON ROYAL DOCKS APPROACHES. The Authors. have been necessary with any otherarrangement would have...

...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...

... Telford and ICE 1935 BEHAVIOUR REINFORCED CONCRETE PILES DRIVING EXPERIMENTS METHODS EFFECT HEADS HAMMERS STRESS PACKING CEMENT REINFORCEMENT PILING DAMAGE HAMMERS PRECAST AGGREGATES TOES CONDITIONS FAILURES BUCKLING SPALLING MATHEMATICS THEORY FORMULAE TESTS...

... GROUND STRESS MEASUREMENT TESTS DESTRUCTION REINFORCEMENT CEMENT AGE CONTENT CURING AGGREGATES HAMMERS YOUNGS MODULUS STRENGTH EFFECT MANUFACTURING CONDITIONS PACKING MATERIALS WAVES PROPAGATION RODS ELASTIC MATHEMATICAL HEADS 150 GLANVILLE, GRIME AND DAVIES ON THE BEHAVIOUR...