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 150
... pipes each 5 to 7 feet in diameter . Larger pipes were not used , because there were usually difficulties with high spring - level and these small pipes with shallow foundations required less pumping . The loss of head through these pipes ...
... pipes each 5 to 7 feet in diameter . Larger pipes were not used , because there were usually difficulties with high spring - level and these small pipes with shallow foundations required less pumping . The loss of head through these pipes ...
Seite 151
... pipes is carried in a culvert underground to one bank of the river downstream , and thence in an open channel 1 mile farther down to a point where the torrent - bed is low enough to receive it . The pipes can thus be unwatered for ...
... pipes is carried in a culvert underground to one bank of the river downstream , and thence in an open channel 1 mile farther down to a point where the torrent - bed is low enough to receive it . The pipes can thus be unwatered for ...
Seite 193
... pipes laid in parallel rows filled all the spaces under the pipes . The concrete surrounding the pipes , as far as could be seen from the rather microscopic drawings , was continuous . If that was so , any possible advantage in ...
... pipes laid in parallel rows filled all the spaces under the pipes . The concrete surrounding the pipes , as far as could be seen from the rather microscopic drawings , was continuous . If that was so , any possible advantage in ...
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