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 331
... entrance flanked by an approach pier extending for more than a ship's length beyond the end of the lock approach pier . ( iii ) A pumping installation for the graving - docks on the down- stream side , midway between the two docks ...
... entrance flanked by an approach pier extending for more than a ship's length beyond the end of the lock approach pier . ( iii ) A pumping installation for the graving - docks on the down- stream side , midway between the two docks ...
Seite 340
... entrances , and work had been begun in that direction but had not proceeded far . The changes in the entrance plans due to this train of events are illustrated by Fig . 5 ( p . 341 ) . The intention had formerly been that the sole ...
... entrances , and work had been begun in that direction but had not proceeded far . The changes in the entrance plans due to this train of events are illustrated by Fig . 5 ( p . 341 ) . The intention had formerly been that the sole ...
Seite 377
... entrance two graving - docks had been put , making one big structure of the two , the idea being that if one entrance failed the graving - docks could be used as an alternative entrance . Sir Frederick Palmer's idea had been to site ...
... entrance two graving - docks had been put , making one big structure of the two , the idea being that if one entrance failed the graving - docks could be used as an alternative entrance . Sir Frederick Palmer's idea had been to site ...
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