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 28
... shaft 11 feet in diameter to a depth of 42 feet , the work was suspended until further funds were available . Eventually Vazie succeeded , by means of a caisson , in completing the shaft through the gravel to a depth of 76 feet below ...
... shaft 11 feet in diameter to a depth of 42 feet , the work was suspended until further funds were available . Eventually Vazie succeeded , by means of a caisson , in completing the shaft through the gravel to a depth of 76 feet below ...
Seite 245
Institution of Civil Engineers (Great Britain). bearing and shaft and thereby to reduce wear . This precaution was largely but not entirely successful . Friction . In view of the results obtained by the Author on a 2 - inch diameter shaft ...
Institution of Civil Engineers (Great Britain). bearing and shaft and thereby to reduce wear . This precaution was largely but not entirely successful . Friction . In view of the results obtained by the Author on a 2 - inch diameter shaft ...
Seite 374
... shaft was grabbed down to the level - 64 , the north - west shaft being at 59.50 and the two southern shafts at 57.50 . On the 23rd April , 1925 , the water - level was pumped down to -41 ; there was then a sudden rise of 8 feet of ...
... shaft was grabbed down to the level - 64 , the north - west shaft being at 59.50 and the two southern shafts at 57.50 . On the 23rd April , 1925 , the water - level was pumped down to -41 ; there was then a sudden rise of 8 feet of ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Session 193031 | 31 |
and 24 November 1931 | 38 |
Urheberrecht | |
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Häufige Begriffe und Wortgruppen
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