...N S BOULTON © Thomas Telford and ICE 1951 FLOW PATTERNS GRAVITY WELLS UNIFORM WATER BEARING MEDIA FORMS FREE SURFACES CHARACTERISTICS RELAXATION CALCULATIONS METHODS SAND MODELS ELECTRICAL HYDRAULIC FORMULAE DISCHARGES SURFACES SEEPAGE SHAFTS VELOCITY DISTRIBUTION...

... PROFILES VELOCITY IMPERIAL COLLEGE 330 DENNK ON FURTHER EXPERIMENTS ON WAVE PRESSURES Paper No. 5804 Further Experiments on Wave Pressures hY DOUGLAFSRANKDENNYY, h.L B.Sc.(Eng.) t(Ordered bg t h P Cowno l to !)P published with ~cwittenrliscmsion) XL NOPSIS Experimental investigation...

... NOTTINGHAM RIVER TRENT DELFT UK HOLLAND NETHERLANDS © 1951 Thomas Telford Ltd 1951 FLOODS PREVENTION CITIES HYDRAULIC MODELS CONSTRUCTION MODELLING RIVERS URBAN FLOODING VALLEYS DEVELOPMENT FLOOD PLAINS MEASUREMENT METHODS INSTRUMENTATION TESTS EXPERIMENTS VELOCITY...

... was probably not quitethe same in a rigid model as they would be in one with amobilebed. If, as in the presentcase, considerable changes were effected, both in alignment and velocity, there must be a corresponding effect uponthe bed and banks. According to the Appendix, in the Paper velocities were registered...

...M R HORNE; I H PHILLIPPS; S K GHASWALA; L R ROBERTSON WIND LOADS STRUCTURES EFFECT VELOCITY © 1950 Thomas Telford Ltd 1950 CORRESPONDENCOEN WIND ROADS ON STRUCTURES 357 CORRESPONDENCE ON PAPERSPUBLISHED IN JANUARY 1950 JOURNAL Paper No. 5757 Wind Loads on Structures 7...

...M R HORNE Synopsis. From a review of existing knowledge of wind loads it is clear that, although many observations of wind velocities and pressures have been made, it is difficult to estimate their true significance with reference to the derivation of design loads. Velocities vary considerably...

... INVESTIGATIONS SOUNDING MOULDING MODELLING EROSION ACCRETION FLOATS PLOTTING PATH VELOCIGRAPHS SANDBANKS CHANGE SEAWARD BARS APPARATUS VELOCITY DEVICES INSTRUMENTATION WATERWAYS RIVERS ESTUARINE MERSEY ESTUARY RIVER MERSEY LIVERPOOL BAY CROSBY CHANNEL UK 296 CASHIN...

... concreteundersurfaces to superstructures had withstood the blast from locomotives for any length of time. Mr. J. H. Thornton observed that hebelieved that in the Boulder dam spillway the velocity of the water exceeded 150 feet per second. Did the Authors consider that that method of placing ensured that the concrete...

...H R LUPTON © Thomas Telford Ltd 1949 PUMPING MACHINERY MECHANICAL DEVICES RAISING FLUIDS POWER DRIVING PUMPS MECHANISMS STEAM ENGINES ELECTRIC HYDRAULIC IMPELLERS VELOCITY ENERGY SOURCES PLANT POLICIES ECONOMICS LTJPTON ON PUMPING MACHINERY. 291 THE DUGALD CLERK...

...A BAILEY © Thomas Telford Ltd 1948 ENGINEERING RESEARCH VELOCITY FORMULAE OPEN CHANNELS PIPES FLOW THEORY EXPERIMENTS COMMITTEE ON VELOCITY FORMULAE PANEL ON A BASIC FORMULA COMXITTEE ON VELOFCOITRYMULAE FOR OPENCHANNELS AND PIPES. 173 ENGINEERINGRESEARCH. Committee...

...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 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 CONDITIONS SPIRAL LARGE...

...H CHATLEY; R W S THOMPSON; C M WHITE; H KIRCHBACH; W SCHUBART COMMITTEE ON VELOCITY FORMULAE PANEL ON LOSSES IN PIPE BENDS COMVELFOROPECHAPIP PANLOSPIPBENELB ENGINEERING RESEARCH VELOCITY FORMULAE OPEN CHANNELS PIPES LOSS BENDS ELBOWS EXPERIMENTS ENERGY SMOOTH ROUGH...

...C B TOWNEND; G J FOWLER; H D MANNING; L PEARSE; C H ROBERTS; G W WILKINSON © Thomas Telford and ICE 1947 MAINS DRAINAGE OPERATION ACTIVATED SLUDGE WORKS SEWAGE PLANT EFFLUENT TANKS SEWERS DESIGN VENTILATION DIGESTION AIR DIFFUSERS COMPRESSION VELOCITY CONDITIONS...

...,with which this Paperis concerned, the mean velocity of the oscillation close to the bed usually far exceeds that of either class of current, and it is mainly this oscillation which agitates the sand and raises it into temporarysuspension for transport by thecurrents. Future attempts to predict the rate...

... . . . . . . . . . . . . . . . . . . . 116 Methods of reconstruction . . . . . . . . . . . . . . . . 116 Estimation of loads . . . . . . . . . . . . . . . . . . 118 Wind-velocity . . . . . . . . . . . . . . . . . . . 118 Connexionbetween wind-velocityand pressure . . . . . . . . . 119 Variation of wind-pressurewith height...

.... CHARACTERISTICOSF EXPLOSIVES. The important characteristics of an explosive from the user s point of view are as fol!ows :- ( l ) Power. (2) Velocity of detonation. (3) Sensitiveness. (4)Waterproofness. (5) Oxygen-balance. (6) Density. (7) Plasticity. Power.-In Great Britain power is usually measured...

...C CLAY; W S HUNT; E A G JOHNSON; J M LACEY; W RIGBY; R A SUTHERLAND; P O WOLF © Thomas Telford and ICE 1945 PUMPING STATIONS LAND DRAINAGE STORMWATER DISPOSAL WATER PUMPS SEWAGE WORKS PLANT MACHINERY VELOCITY CENTRIFUGAL COSTS ECONOMICS ELECTRIC MOTORS CORRESPONDENCE...

... of the siphon until a junction of the two volumes of liquid is made at the highest point and, if there is a head of sewage a t the upstream leg, flow through the siphon commences. When the surface of the sewage reaches the top electrode in the air-chamber the motors are automatically switched off. The velocity...