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 186
... coefficient of 825. The coefficient for the Jagbura was very close to that assigned by Mr. J. Büchi to what he termed catastrophic flood discharges , which occurred at very long intervals but might occur immediately after completion of ...
... coefficient of 825. The coefficient for the Jagbura was very close to that assigned by Mr. J. Büchi to what he termed catastrophic flood discharges , which occurred at very long intervals but might occur immediately after completion of ...
Seite 283
... coefficient of friction has a minimum value when the clearance is so arranged that the eccentricity is about 0.5 , and that there is comparatively little increase in the coefficient over a considerable range on either side of that point ...
... coefficient of friction has a minimum value when the clearance is so arranged that the eccentricity is about 0.5 , and that there is comparatively little increase in the coefficient over a considerable range on either side of that point ...
Seite 286
... coefficient is higher , this advantage becomes more noticeable , but never becomes of real importance . The application of these characteristics for purposes of theoretical design follows similar lines to the half bearing , and values ...
... coefficient is higher , this advantage becomes more noticeable , but never becomes of real importance . The application of these characteristics for purposes of theoretical design follows similar lines to the half bearing , and values ...
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