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1-17 of 17
Keywords: APRONS
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Journal Articles
Journal of the Institution of Civil Engineers (1949) 32 (5): 4–36.
Published: 01 March 1949
...C B H COLQUHOUN HALLS ALUMINIUM ALLOYS SECTIONS FRAMEWORK PERFORMANCE ASSEMBLY AIRCRAFT CONSTRUCTION LAYOUT BUILDINGS DESIGN FOUNDATIONS STEELWORK CLADDING FLOORS APRONS REINFORCED CONCRETE GALLERIES EXCAVATING FILLING EXCAVATIONS FILL DOORS ERECTION CRANES ELECTRIC...
Journal Articles
Journal of the Institution of Civil Engineers (1946) 26 (8): 547–549.
Published: 01 October 1946
...J D ATKINSON; E T P CARDIACOS; R D GWYTHER © Thomas Telford and ICE 1946 RECONSTRUCTION RIVERS WEIRS FLOODS BLOCKS APRONS DAMAGE COUNTRIES DEVELOPING DIYALA IRAQ MIDDLE EAST JOURNAL OF THEINSTITUTION OF CIVIL ENGINEERS NO OCTOBER 1946 : SUPPLEMENT CORRESPONDENCE...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 16 (8): 459–461.
Published: 01 October 1941
...A G VAUGHAN LEE EGYPT AFRICA MOHAMMAD ALY BARRAGES DAMS MEASUREMENT HYDRAULIC GRADIENTS APRONS SLOPES WEIRS PIPING © Thomas Telford and ICE 1941 CORRESPONDENCE ON THE MOHAMMAD ALY BARRAGES. 459 narrow band. That scatter was attributed to the fact...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 16 (7): 326–350.
Published: 01 June 1941
... not be constructed of sandstone, as he deemed that this local material was unsuitable on account of its variable quality, lightness, softness, and porosity, but that granite should be used instead of sandstone. He also recommended that granite-faced aprons should be provided immediately downstream of the sluices...
Journal Articles
Journal of the Institution of Civil Engineers (1941) 15 (4): 268–279.
Published: 01 February 1941
... the Author could give some idea of the grain sue. Had a similar gradient been adoptedon other barrages on the Nile ? The whole history of those two barragesprovided an illustration of the necessity of providing a long enough apron. The only similar case with which Mr. Binnie s firm had had to deal...
Journal Articles
Journal of the Institution of Civil Engineers (1940) 14 (8): 572–578.
Published: 01 October 1940
... it. The second point was the use of hand-packed dry rubble underlying the blockwork aprons. It occurred to Mr. Freeman that a correspondingly thick layer of gravel wouldbe preferable, and its substitution for limestonerubble would undoubtedly effect a substantial economy on that item. The placing of rubble...
Journal Articles
J E BOSTOCK, M F G WILSON, C M NORRIE, W T HALCROW, W J E BINNIE, R H H STANGER, W ALLARD, H CHATLEY, W L LOWE BROWN, W L L BROWN, G ROTINOFF, FRANCOIS
Journal of the Institution of Civil Engineers (1940) 14 (7): 330–344.
Published: 01 June 1940
... SHEETPILING CAVITY STEEL RUBBLE MASONRY METHODS SCOUR PREVENTION MIXTURES PAINTING STEELWORK RIVERS CANALS FLOODS CONCRETE PILES DRIVING JETTING APRONS TOES ASSIUT ASYUT IBRAHIMIA CANAL NILE EGYPT NORTH AFRICA AFRICA © Thomas Telford and ICE 1940 .330 DISCUSSION...
Journal Articles
Journal of the Institution of Civil Engineers (1940) 14 (7): 301–329.
Published: 01 June 1940
...J E BOSTOCK © Thomas Telford and ICE 1940 JOHN COCHRANE REMODELLING BARRAGES DESIGN REGULATORS CANALS WORKS SUDDS CONSTRUCTION STRENGTHENING WALLS LOCKS FLOORS EXTENSIONS GATES REPAIRS SLUICES SUMPS TREATMENT WATER FOUNDATIONS GROUTING APRONS TOES BLOCKS...
Journal Articles
SIR RR GALES, C C INGLIS, H A MCGILLYCUDDY, F R MORGAN, F G ROYAL DAWSON, F G R DAWSON, C G SMITH, W L C TRENCH
Journal of the Institution of Civil Engineers (1939) 12 (8): 279–332.
Published: 01 October 1939
... WORKS ALLUVIAL CUT OFF CHANNELS SILTATION BEHAVIOUR APRONS CHORDS SCOUR TOES PROTECTION FLOW REMODELLING SANDBANKS MATTRESSES BUNDS REPAIRS EROSION EDDIES SAND CLAYS SILT HARDINGE BRIDGE LOWER GANGES SARA INDIA BANGLADESH ASIA CORRESPONDENCE ON PAPERSPUBLISHED...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 12 (8): 530–534.
Published: 01 October 1939
...R L MUNN; A G GULLAN; J B L MEEK AIRPORTS COUNTRIES DEVELOPING HANGARS RUNWAYS SURFACES DRAINAGE AIRCRAFT AERODROMES DRAINS APRONS SLABS TARMAC TAXIWAYS SINGAPORE SINGAPORE ASIA © Thomas Telford and ICE 1939 530 CORRESPONDENCEONTHESINGAPOREAIRPORT. Paper...
Journal Articles
Journal of the Institution of Civil Engineers (1939) 12 (8): 251–271.
Published: 01 October 1939
...R V BURNS; C M WHITE; J ALLEN; W E DORAN; T REHBOCK © Thomas Telford and ICE 1939 PROTECTION DAMS WEIRS SLUICES SCOUR ANTI SCOUR TESTS MODELS FLUMES SILLS MODELLING RIVERS HYDRAULIC RESEARCH APRONS TAILWATER BEDS FLOW TWO DIMENSIONAL DISCHARGES EXPERIMENTS DENTATED...
Journal Articles
SIR R R GALES, SIR L SAVILE, G J GRIFFITHS, SIR J WILLIAMSON, H CHATLEY, SIR G HEARN, T A CURRY, F C TEMPLE, W MACRAE
Journal of the Institution of Civil Engineers (1938) 10 (2): 201–224.
Published: 01 December 1938
.... His experience had been that scour had always appeared to commence at the toe of an apron, and yet those who had had experience of Indian rivers did not increase the thickness of the apron at theoutward endto the extenwt hich wouldappear to be necessary to form a sufficient depth of deposit...
Journal Articles
Journal of the Institution of Civil Engineers (1938) 10 (2): 136–200.
Published: 01 December 1938
...SIR R R GALES; J R BELL © Thomas Telford and ICE 1938 PRINCIPLES RIVERS TRAINING RAILWAYS BRIDGES APPLICATIONS BUNDS APRONS GUIDEBANKS CLASSIFICATION BREACHES SCOUR DESIGN LENGTH DEPTH PIERS FOUNDATIONS PROTECTION BEDS WORKS CUT OFF SILT CONTENT INFLUENCE SAND...
Journal Articles
Journal of the Institution of Civil Engineers (1938) 10 (1): 23–46.
Published: 01 November 1938
... scaleeffect : duration of test . . . . . . . . . . 29 The flat apron as a protectivedevice . . . . . . . . . . . . 32 Protective sills : method of operation. . . . . .The simplseloping sill .. .. .. .. .. .. .. .. .. .. .. .. 36 37 Influence of tailwater-depth . . . . . . . . . . . . . . . 38 Discharge, apron...
Journal Articles
Journal of the Institution of Civil Engineers (1938) 8 (5): 305–309.
Published: 01 March 1938
...J W SUTTON UK © Thomas Telford and ICE 1938 SEA DEFENCES PIERS STORMS DAMAGE REPAIRS METHODS ACTION MASONRY APRONS FORMATION DOVER ADMIRALTY PIER KENT ENGLISH CHANNEL SUTTON ON SEA-DEFENCES AT ADMIRALTY PIER, DOVER. 305 Paper No. 5117. Sea-Defences...
Journal Articles
Journal of the Institution of Civil Engineers (1937) 6 (8): 325–335.
Published: 01 October 1937
...B L HARVEY; SIR R GALES; C C INGLIS; W O LEITCH; W A RADICE © Thomas Telford and ICE 1937 BREACHES RESTORATION GUIDEBANKS BRIDGES RIVERS SLIPS SCOUR TOES APRONS MODELS EXPERIMENTS MOLES BUNDS HARDINGE BRIDGE LOWER GANGES BANGLADESH INDIA ASIA CORRESPONDENCE...
Journal Articles
Journal of the Institution of Civil Engineers (1936) 4 (2): 245–254.
Published: 01 December 1936
... in to the system, was also causing trouble in the case of the Great Ouse Catchment Board. It was interesting to compare the designs of the Bolksbeek and the Zutphen sluices with the design of aprons which had been recently fitted a t St. Ives, which was the last staunchon the main river Ouse before it came down...
