... (say 5 r.p.9 Number of units of axle-loading. Span length. That is, the impact factor equation will take the form I =f ( m such that when converted toitsequivalent uniformly distributed load it will satisfy the complete range of hammer blows and axle loadingsbetween the agreed limits and will give...

... was perhaps to be congratulated most of all on having found an administration with so large an accumulated balance,which he wasallowed to spend. Dr. F. V. A. E. ENGELcongratulated Mr. Gerald Lacey on pre- senting his equations in such a simplemanner. Hehad been verymuch impressed by Mr. Lacey's reduction...

... CITIES COUNTRIES DEVELOPING WATER CHANNELS BEDS STONE ALLUVIUM GRADIENTS SILT REGIMES FORMULAE PIPES WELLS HYDRAULIC SAND ABSTRACTION PUMPS WATERWORKS CONSUMPTION YIELD STREAMS RUGOSITY COEFFICIENTS EQUATIONS KANO NIGERIA AFRICA 508 CORRESPONDENCE ON ALLUVIALRIVERS...

...J F PAIN; G ROBERTS © Thomas Telford and ICE 1934 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES STRESS STRUCTURES ELASTIC PROPERTIES MEMBERS HINGES ARCHES TWO HINGED LOADS SPECIFICATIONS DEAD LIVE IMPACT WIND DECKS PORTAL METHODS LATERAL EQUATIONS TEMPERATURE...

... 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...

...J GOODMAN © Thomas Telford and ICE 1932 EXPERIMENTS DISTRIBUTION THICKNESS OIL FILM CYLINDRICAL BEARINGS FLOODS APPARATUS METHODS TESTS FRICTION DISPLACEMENT ECCENTRICITY LUBRICATION EQUATIONS 244 GOODMAN ON DISTRIBUTION AND THICKNESS OF [Ninutes of The following Papers...

...H W SWIFT © Thomas Telford and ICE 1932 STABILITY LUBRICATING FILM BEARINGS JOURNAL EQUATIONS PRESSURE CURVES CENTRE LOADS PARTIAL APPLICATIONS DESIGN THEORY HALF BEARINGS LUBRICATION (Paper No. 4809.) The Stability of Lubricating Films in Journal Bearings. By HERBERT...

...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 EGYPT PAKISTAN INDIA...

... VERTICAL MAGNITUDE MACHINES HORIZONTAL CONSOLIDATION TRAFFIC SPEED WEIGHT SPRINGING NUISANCE NOISE RECORDS SEISMOGRAPHS RESONANCE ACTS PARLIAMENT EQUATIONS FOUNDATIONS CRACKS PLYMOUTH IPSWICH UK © Thomas Telford and ICE 1929 200 DISCUSSION ON THE VIBRATIONS...

... BRIDGES STRESS GIRDERS SAFETY HAMMER BLOWS DEFLECTION LOCOMOTIVES SPEED RECORDERS INSTRUMENTS BEAMS VIBRATIONS LOADS FREQUENCY OSCILLATIONS EQUATIONS FATIGUE RENEWAL STRENGTHENING WEIGHT LIMITS ELASTIC RESONANCE NEWARK DYKE BR. INDIA 80 DISCUSSION ON IMPACT IN RAILWAY...

...W H PATCHELL; W E DALBY; W A TOOKEY; B POCHOBRADSKY; C J HAWKES © Thomas Telford and ICE 1928 STANDARDS THERMAL EFFICIENCY INTERNAL COMBUSTION MOTORS CYCLES ENGINES FUEL DIESEL FORMULAE EQUATIONS TEMPERATURE HEAT Proceedings.] DISCUSSION ON THERMAL EFFICIENCY. 281...

.... to 2,000 C., andconstant volume values from 19.7 foot-pounds per standard cubic foot to 25.9 foot-pounds at the highest temperature. The corresponding y values are 1.399 and 1.303. The thermal efficiencies 7) following those assumptions are obtained by means of the well-known equation v = 1 - ( 1 / 9 y 1...

..., Past-Presidenti,n his article onHydraulics inthe Emyclopcedia Britannicn, showed' thatthe equation for the bed-slope of ariver descending from mountains tothe sea was parabolic. Observationt,oo, showed that river- channels were broad and shallow where they were in sand, but in the delta, where only...

...W M GRIFFITH THEORY SILT SCOUR IRRIGATION CANALS CHANNELS TRANSPORTATION DEPOSITION VELOCITY ARTIFICIAL RIVERS FLOODS POWER DEPTH FORMULAE FLOW EQUATIONS DESIGN FOUNDATIONS TRAINING BOULDERS PUNJAB JUMNA RIVER TAJAWALA GAUGE RIVER INDIA Proceedings...

...F HEYWOOD © Thomas Telford and ICE 1925 FLOW WATER PIPES CHANNELS EXPERIMENTS EQUATIONS CONCRETE WOOD TROUGHS CAST IRON RIVETED STEEL EARTH BRICKS CONDUITS GALVANISED 174 HEYWOOD ON THE FLOW OF WATER [Minutes of (Paper No. 4491.) " The Flow of Water in Pipes and Channels...

...A H GIBSON © Thomas Telford and ICE 1925 HYDRAULIC LAB. OF THE UNIV.OF MANCHESTER INVESTIGATIONS SURGES TANKS PROBLEMS MODELS EXPERIMENTS PIPELINES PLANT EQUATIONS TESTS DYNAMICS SIMILARITY JOHN FRANCISCOSTELLO,M . A . , ARTHURJOHRNUSK,B (Edin.) M.A.I. (Dublin). (Stud...

... THEORY RELATIONS EQUATIONS BIBLIOGRAPHY RESERVOIRS FLOW ASSUAN DAM ASWAN DAM NILE EGYPT 72 HURST AND WATT ON THE MOTION OF WATER [Minutes of The Scrutineers reported that the following candidates had been duly elected as Memhrs. GEORGECAMPBELLDEVON. ALBERATUGUSHTEUGUENIN. I JOHN...

... FLOODS RIVERS RAINSTORMS DISCHARGES CATCHMENTS RAINFALL INTENSITY GAUGES MEASUREMENT BRIDGES CULVERTS FORMULAE GIRDERS VELOCITY MAXIMUM RATES TEMPERATURE SOILS PRECIPITATION RECORDS EVAPORATION CLASSIFICATION BASINS DRAINAGE STORMS EQUATIONS DETENTION SLOPES PROTECTION SIZE...

... ROUGHNESS SUSPENSION RESEARCH EQUATIONS INFLUENCE NILE RIVER MENUFIA CANAL BAQLAWIS KHANNAQ STATION ASSUAM DAM EGYPT AFRICA (Paper No. 4425.) * TheInfluence of Silt on the Velocity of Water Flowing in Open Channels. By ARTHURBURTON BUCKLEY, JuOn.,B.E., Assoc. M. Inst. C.E. TIIEfact...

...B C LAWS © Thomas Telford and ICE 1922 LEEDS UNIVERSITY MESSRS RITZ & HANKEY CONSETT IRON COMPANY DISTRIBUTION STRESS STEEL PLATES RECTANGULAR EDGES UNIFORM LOADS EXPERIMENTS DEFLECTION MAXIMUM APPARATUS CURVATURE EQUATIONS FORMULAE SECT.11.-OTHER SELECTED...