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 221
... breakwater were placed even higher than at Valparaiso ; it had also a narrower apron and , generally , was less protected . Further , the breakwater ran at right angles to the direction of the heavy seas , and therefore it might be ...
... breakwater were placed even higher than at Valparaiso ; it had also a narrower apron and , generally , was less protected . Further , the breakwater ran at right angles to the direction of the heavy seas , and therefore it might be ...
Seite 227
... breakwater , they had taken pressure tests on the two to make comparisons . In the case of the mooring - jetty sudden settlements of 3 to 4 metres at a time occurred during the placing of the banks , and on those occasions they had also ...
... breakwater , they had taken pressure tests on the two to make comparisons . In the case of the mooring - jetty sudden settlements of 3 to 4 metres at a time occurred during the placing of the banks , and on those occasions they had also ...
Seite 235
... breakwater itself ; so that even if the breakwater were constructed on a curve , as proposed in the Paper , it might be attacked and breached in one or two definite places if the contours of the sea bed tended to produce a concentration ...
... breakwater itself ; so that even if the breakwater were constructed on a curve , as proposed in the Paper , it might be attacked and breached in one or two definite places if the contours of the sea bed tended to produce a concentration ...
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