...H CRISWELL © Thomas Telford and ICE 1935 HIGHWAYS CURVES DESIGN ANGLES DEVIATION TRANSITION ROADS GRADIENTS BANKING SUPERELEVATION ALIGNMENT WIDENING CARRIAGEWAYS BENDS 152 CRISWELL ON HIGHWAY-CURVE DESIGN. [hfinutes of (Paper No. 4990.) Aspects of Highway-Curve Design...

... WATERWAYS WATER SUPPLY 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 508 CORRESPONDENCE ON ALLUVIALRIVERS...

..., the higher is the schedule speed commercially practicable, but it is also the fact that runs having the same number of stops per mile may differ among themselves in point of difficulty and are affected by the disposition of the gradients. For ease of comparison between different conditions, electrical input...

... TRAINS SERVICES STOPS LOCAL FREQUENT STOPPING STEAM DIESEL TRACTION DESIGN ROLLING STOCK LOCOMOTIVES ENGINES POWER COSTS THIRD RAIL TRAFFIC DENSITY ECONOMICS SUBURBAN TUBES UNDERGROUND COACHES CONTROL MANUAL AUTOMATIC SPEED OIL WEIGHT BOGIES COAL GEARS MOTORS GRADIENTS...

...H K BEALE; S BLENCOWE; R D BRENCHLEY; R T MCCALLUM OPENING OUT TUNNELS RAILWAYS LANDSLIDES GRADIENTS GEOLOGY CUTTINGS SLIPS DEMOLITION WIDENING LANDSLIPS COLLAPSE ARCHES WINDOWS COFTON BIRMINGHAM UK LONDON MIDLAND & SCOTTISH RAILWAY LMSR © Thomas...

... GRADIENTS PUMPS MACHINERY PUMPING STATIONS EJECTORS SEWERS GAS DAMAGE BRICKS CEMENT PIPES INLETS SUBSOIL WATER ROUGH SCREENING DETERIORATION MAINS CAIRO EGYPT AFRICA 136 DISCUSSION ON CAIRO [Minutes of Discussion. The President. The PRESIDENinT,moving the vote of thanks...

...R BRUCE © Thomas Telford and ICE 1931 ROADS MOUNTAINS CONSTRUCTION CURVES GRADIENTS REALIGNMENT REGRADING CONCRETE DRAINAGE BRIDGES IMPROVEMENT HIGHLANDS RECONSTRUCTION HIGHWAYS MOUNTAINOUS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK...

... BLOCKWORK LOCATION FLOODS BASINS ROLLERS NAVIGATION OPENINGS SAND STEEL PILING RUBBLE SCOUR APRONS RIVERS BEDS REGULATION CONTROL HYDRAULIC GRADIENTS Proceedings.] DISCUSSION ON THE NAG IIBMMADI BBBBACE. 365 Discussion. The PRESIDENreTmarked that the Paper described the latest...

... SURFACING MATERIALS BITUMEN SURFACES BITUMINOUS CURVES GRADIENTS SUPERELEVATION REINFORCED SLABS ALIGNMENT RAFTS RECONSTRUCTION GROUND CONDITIONS MARSHES EASEMENTS PEAT BOGS MOUNTAINOUS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK Discussion...

...M B BUXTON; J E HARRISON; A LEITCH; J B L MEEK; E G WALKER; J H WALKER; R BRUCE © Thomas Telford and ICE 1931 ROADS MOUNTAINS IMPROVEMENT HIGHWAYS RECONSTRUCTION BRIDGES ENVIRONMENT LANDSCAPE COSTS AESTHETICS BRIDGEWORKS CURVES GRADIENTS WIDTH CARRIAGEWAYS CONCRETE...

... 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...

... where no immediate market existed for old rails, many of them could always beutilizedon the railwayitself, apart from thetrack. On the Cape lines old rails were used for fence-posts, veranda-posts, beams for culverts, etc. There was no doubt that heavy gradients were economical for mountainous districts...

...-supply, land-ownership, and above all, probablteraffic-density. These affect t,hsetandards of construction t o beadopted,andthereforethetraffic-handling capacity of the railway. The factorswhich limit this capacity are:- Weight of Rail ; Maximum Gradient ; illinimum Radius of Curyature ; and Gauge...

...W MARRIOTT; F J WARING; W W GRIERSON; SIR B HENDERSON; H W S HUSBANDS; T R JOHNSON; D P RICKETTS; H STRINGER © Thomas Telford and ICE 1923 RAILWAYS ECONOMICS REINFORCED CONCRETE COUNTRIES DEVELOPING REINFORCEMENT GAUGES CURVES RAILS PRACTICE LOCOMOTIVES GRADIENTS WEIGHT...

... aqueduct has alreadbyeen described very fully. It will suffice,therefore, for the presepnutrpose to mention itcshief features veryshortly. It isabout 7 3 - 4 miles i n . length (Fig. l ) , approxi- mately one-half of which consists of cut and cover and tunnel, constructed generally to a gradient...

... FORMULAE GRADIENTS SIPHONS MAINS DISTRIBUTION CAPACITY INCRUSTATION CONDUITS EXPONENTIAL © Thomas Telford and ICE 1919 38 CORRESPONDESCE ON FLOW OF W A T E R IN PIPES. [Minutes of &.Barnea. however, very v a l u a b l ~ a n dwould give at once the monetary value of treating the water...

... be provided for ; otherwise, whenhott,hecontact wwireould hang in objectionafebslteoons between supports. ( d ) The side deflection of tlle contact wire duet o cross track wind mustIre such thatthe wire does not blow off the pantograph. Pernzissible Gradient i n Contact ll'e're.-At normaltemperaturc the lower...

... gradient under the same conditions.of traffic. The waves develop first and show themselves to a lnarlred extent at the bottom of hil!s or a t a change of gradient from flat to steep. . So far as the speed is concerned, it is reasonably correct to say that the maximum speed of vehicles occurs at the foot...

... that was found necessary t o be done on this portion of the line,was merely t o regulatethe expansionspaces. It will be noticed that between the 25th and 30th mileposts, a large amount of pulling back of therailswasfound necessary. The' Authoris of opinion t h a t t,his is due to the reverse gradients...

... RAILS CREEP RAILWAYS EXPERIMENTS TRACK TEMPERATURE PERMANENT WAY SLEEPERS ANCHORS FISHPLATES GIRDERS WHEELS LATHS GRADIENTS WEIGHT TRAINS MAINTENANCE REMEDIAL WORKS STEEL STONE BALLAST SPEED UNEVEN ANCHORAGES IMPACT FRICTION CHANGE COEFFICIENTS MOVEMENT TIMBER...