Keywords: GRADIENTS
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Journal Articles
Journal of the Institution of Civil Engineers (1945) 25 (2): 106–121.
Published: 01 December 1945
...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...
Journal Articles
Journal of the Institution of Civil Engineers (1943) 20 (8): 243–275.
Published: 01 October 1943
...A BAILEY; N D G VINCENT © Thomas Telford and ICE 1943 WIND PRESSURE BUILDINGS ADJACENT MODELS TUNNELS GRADIENTS TESTS VELOCITY DISTRIBUTION VARIATIONS SCALE ROOFS LOADS BAILEY AND VINCENT ON WIND-PRESSURE ON BUILDINGS 243 INCLUDINGEFFECTS OF ADJACENTBUILDINGS. Paper...
Journal Articles
Journal of the Institution of Civil Engineers (1943) 20 (Supplement 8): 304–308.
Published: 01 October 1943
... (Tech Assoc. M. Inst. C.E. Correspondence. Mr.P. RM.eredith observed that, so far as he was aware, no text- book on hydraulics, in any language, furnished an immediate solution of problems of flow in channels and sewers of various cross sections, when running part full a t various gradients. In the past...
Journal Articles
Journal of the Institution of Civil Engineers (1943) 19 (3): 190–192.
Published: 01 January 1943
...F G ROYAL DAWSON HIGHWAYS VERTICAL CURVES ROADS SAG SPEED GRADIENTS ANGLES IMPACT FORMULAE METHODS © Thomas Telford and ICE 1943 190 CLAXTON ON INFLUENCE OF SILT ON RIVER BEHAVIOUR. thestreamhad causedheavy erosion from A to B. -4ccording to the Author s Teasoning...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 16 (8): 459–461.
Published: 01 October 1941
... discussion on the measurement of the hydraulic gradient. He believed that the only useful method was to sketch in or determine by model-experiment the flow network, a suitable depth of equivalent homogeneous porous ground being indicatedfrom borings. Piping could commence only atthe downstream surface...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 15 (4): 268–279.
Published: 01 February 1941
...A G VAUGHAN-LEE; W J E BINNIE; SIR B DARLEY; W L LOWE BROWN; R STOKES; J E BOSTOCK; J PALMER © Thomas Telford and ICE 1941 BARRAGES WORKS WEIRS GRADIENTS APRONS IRRIGATION DRAINAGE DESIGN CONSTRUCTION COUNTRIES DEVELOPING GATES CANALS HYDRAULIC FLOORS FLOW SHEETPILING...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 611–612.
Published: 01 April 1939
... (for achannel) or the non-dimensional pressure gradient (for a pipe), and X, whose dimension is that of length, measures the brake afforded bythe boundary. When the boundary is smooth, z is equal to 6 , the thickness of the laminar film ; when the boundary is rough it is the mean protuberance-height...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 11 (6): 535–544.
Published: 01 April 1939
... TRENCHES EXCAVATIONS PLANT WALLS CONCRETE CRACKS SETTLEMENT GIRDERS MAINTENANCE STEELWORK CONTRACTS TENDERS PLATFORMS LENGTH MAINS GAS WATER FIRES TRAFFIC CIRCULATION ROADS SURFACES PUBLIC WORKS PUBLIC WORKS TEMPORARY INTERFERENCE CURVES VERTICAL GRADIENTS SAND SEEPAGE...
Journal Articles

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