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 198
... downstream that the expenditure on protection eventually far exceeded any saving effected on the original work . It was only where that saving had appeared to be considerably in excess of any expendi- ture likely to be incurred on ...
... downstream that the expenditure on protection eventually far exceeded any saving effected on the original work . It was only where that saving had appeared to be considerably in excess of any expendi- ture likely to be incurred on ...
Seite 325
... downstream side of the Kidderpore docks . A stretch of 1,917 yards of foreshore was comprised , situated about 1 mile to the downstream side of the Kidderpore docks , and the reason for the distance to which the property extends inland ...
... downstream side of the Kidderpore docks . A stretch of 1,917 yards of foreshore was comprised , situated about 1 mile to the downstream side of the Kidderpore docks , and the reason for the distance to which the property extends inland ...
Seite 331
... downstream side of it , extending from the river to the basin , the centre lines of docks and lock being 195 feet apart . Breadth of mouths 80 feet ; clear dimensions between faces of caissons 590 feet and 575 feet for the inner and ...
... downstream side of it , extending from the river to the basin , the centre lines of docks and lock being 195 feet apart . Breadth of mouths 80 feet ; clear dimensions between faces of caissons 590 feet and 575 feet for the inner and ...
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