...L M SMITH © Thomas Telford Ltd 1948 SHIFT TRANSITION CURVES ROADS EQUATIONS CENTRIFUGAL RATIOS RATES CHANGE GEOMETRY LENGTH SPEED SMOITNH THE SIGNIFICANCE SOHFIFT IN RELATIONTOTRANSITION CURVES FOR ROADS. 91 Paper No. 5659. " The Significance of Shift in reIation...

...J AITKEN; J BOYD CONSOLIDATION VERTICAL CURVES DESIGN HIGHWAYS ROADS GRADIENTS SHAPE LENGTH RADIUS VISIBILITY CENTRIFUGAL DRAINAGE CALCULATIONS LEVELS THEORY APPLICATIONS © Thomas Telford and ICE 1945 106 Paper No. 5494 A Consolidation of Vertical Curve Design...

...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...

... an angle of 16 minutes at thepole ; that standard made it difficult to follow and impossible to check his calculations without Tables. The main point of difference between the two theories was the value that should be applied to C, the rate of change of radial (centrifugal) acceleration. Professor Royal...