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 227
... jetty , which had a somewhat similar foundation and which ran out into about 35 or 40 metres of water . The bottom ... jetty sudden settlements of 3 to 4 metres at a time occurred during the placing of the banks , and on those occasions ...
... jetty , which had a somewhat similar foundation and which ran out into about 35 or 40 metres of water . The bottom ... jetty sudden settlements of 3 to 4 metres at a time occurred during the placing of the banks , and on those occasions ...
Seite 327
... jetty by coolie labour , a system which the company wished to continue , and the new jetty was therefore not equipped with mechanical coaling - appliances . It will be observed that a kink in the alignment exists between . general ...
... jetty by coolie labour , a system which the company wished to continue , and the new jetty was therefore not equipped with mechanical coaling - appliances . It will be observed that a kink in the alignment exists between . general ...
Seite 410
... jetty moorings were carried at the face of the jetty by three steel screw - piles , the centre one of which was vertical and the upstream and downstream ones raking . These piles were united , just below deck - level , by a strong cast ...
... jetty moorings were carried at the face of the jetty by three steel screw - piles , the centre one of which was vertical and the upstream and downstream ones raking . These piles were united , just below deck - level , by a strong cast ...
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