Minutes of Proceedings of the Institution of Civil Engineers, Band 233Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 178
... slope , the crates being 10 metres long by 4.60 metres wide by 20 centimetres deep ( 32-8 feet by 15 feet by 8 inches ) . They were laid with 1 metre horizontal to act as a footing , extended 3.60 metres up the bank , and were packed ...
... slope , the crates being 10 metres long by 4.60 metres wide by 20 centimetres deep ( 32-8 feet by 15 feet by 8 inches ) . They were laid with 1 metre horizontal to act as a footing , extended 3.60 metres up the bank , and were packed ...
Seite 180
... slopes in their upper reaches of 1.25 foot to 2 feet per mile , where the silt content had been so heavy that these slopes had proved insufficient and the channels had silted in an endeavour to regrade the bed to an even steeper slope ...
... slopes in their upper reaches of 1.25 foot to 2 feet per mile , where the silt content had been so heavy that these slopes had proved insufficient and the channels had silted in an endeavour to regrade the bed to an even steeper slope ...
Seite 211
... slope of the blockwork the foundation course was always 5 metres ahead of the top course — and therefore farther round the curve - so that the correct offset from the tangent line varied slightly from top to bottom of the slice . In ...
... slope of the blockwork the foundation course was always 5 metres ahead of the top course — and therefore farther round the curve - so that the correct offset from the tangent line varied slightly from top to bottom of the slice . In ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Session 193031 | 31 |
and 24 November 1931 | 38 |
Urheberrecht | |
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180-degree bearing Antofagasta Authors B.Sc bank barrage basin berths Birmingham blocks breakwater Bridge built caisson Calcutta carried cent centre channels clay clearance coefficient coefficient of friction concrete considerable construction cranes cubic feet cubic foot curve cusecs depth digested sludge digestion tanks digestion-tanks discharge distributaries downstream dredging eccentricity effect end leakage engineers entrance experience flood floor friction Gravesend graving-docks heat Imhoff tank inches increased Inst irrigation jetty journal journal bearing Kidderpore King George's length load lock Lond London London Bridge lubrication material method metres monoliths obtained oil film Paper piles pipes plant Plate Port possible pressure pumping Punjab quantity quay quay-walls regard river sand Sarda canal Sarda river sewage shaft sheds shown in Fig side silt Sir Clement slope sludge-digestion square temperature Thames theory thickness tons upstream Valparaiso viscosity wall water-content wet dock