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 220
... Valparaiso , which was exposed to the full Pacific Ocean . At Valparaiso the foundations were placed at 39 feet below low - water level , with a comparatively small protecting apron on the seaward side about 25 feet wide and about 3 ...
... Valparaiso , which was exposed to the full Pacific Ocean . At Valparaiso the foundations were placed at 39 feet below low - water level , with a comparatively small protecting apron on the seaward side about 25 feet wide and about 3 ...
Seite 223
... Valparaiso . It was a very important point that at Valparaiso there was no longitudinal current . If there had been a current of , say , 3 feet per second , or something like that , running along the wall , or if the Humboldt current ...
... Valparaiso . It was a very important point that at Valparaiso there was no longitudinal current . If there had been a current of , say , 3 feet per second , or something like that , running along the wall , or if the Humboldt current ...
Seite 224
... Valparaiso many random rubble blocks had been put on the original piece of breakwater , from which the work described in the Paper had started , in order to break up the seas . As to what had happened at Peterhead , he personally felt ...
... Valparaiso many random rubble blocks had been put on the original piece of breakwater , from which the work described in the Paper had started , in order to break up the seas . As to what had happened at Peterhead , he personally felt ...
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