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 338
... basin known as the Tidal Basin . This was used as a tidal basin when ships of a beam which prevented them from using the 60 - foot lock had to enter or leave the docks through the 80 - foot entrance , and the bed of the basin was ...
... basin known as the Tidal Basin . This was used as a tidal basin when ships of a beam which prevented them from using the 60 - foot lock had to enter or leave the docks through the 80 - foot entrance , and the bed of the basin was ...
Seite 349
... basin be dredged to 21 feet , and 36 feet of water . Actually there was 22 feet of earth and 32 feet of water . The original intention was to found the quay - wall on monoliths 36 feet square , sunk from datum level , the superstructure ...
... basin be dredged to 21 feet , and 36 feet of water . Actually there was 22 feet of earth and 32 feet of water . The original intention was to found the quay - wall on monoliths 36 feet square , sunk from datum level , the superstructure ...
Seite 354
... basin end of the graving- docks at the earliest possible stage . To have flooded the whole entrance area when the time came for floating this caisson into position would have entailed great disorganization of labour and loss of time ...
... basin end of the graving- docks at the earliest possible stage . To have flooded the whole entrance area when the time came for floating this caisson into position would have entailed great disorganization of labour and loss of time ...
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