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 178
... bank , and were packed with 3 - inch to 6 - inch boulders . On examination after emptying the basin it had been found that the length of bank thus protected had stood up well but , mainly owing to the settlement of the soil , had taken ...
... bank , and were packed with 3 - inch to 6 - inch boulders . On examination after emptying the basin it had been found that the length of bank thus protected had stood up well but , mainly owing to the settlement of the soil , had taken ...
Seite 236
... bank , which apparently consisted of deposited material . The conclusion drawn from this was that the failure of the bank had taken place by its slipping on the surface of the mud . Considering that the ground under the bank must have ...
... bank , which apparently consisted of deposited material . The conclusion drawn from this was that the failure of the bank had taken place by its slipping on the surface of the mud . Considering that the ground under the bank must have ...
Seite 324
... bank of the river Hooghly , at a distance of 79 geographical miles from the sea . The Hooghly is the most stable of ... bank situated opposite to the business centre of the town and immediately to the south , or down- stream , side of ...
... bank of the river Hooghly , at a distance of 79 geographical miles from the sea . The Hooghly is the most stable of ... bank situated opposite to the business centre of the town and immediately to the south , or down- stream , side of ...
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