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 71
... curve . fluctuating curve showed the variation in the atmospheric tempera- ture . It would be seen that the addition of heat to the sludge in Tank No. 23 modified the effect upon it of the cold weather , whereas the temperature of the ...
... curve . fluctuating curve showed the variation in the atmospheric tempera- ture . It would be seen that the addition of heat to the sludge in Tank No. 23 modified the effect upon it of the cold weather , whereas the temperature of the ...
Seite 190
... curve for least work was probably subject to very little change as it approached the minimum ; hence the latitude which as a fact existed . Least work occurred when the sum of the work done on the boundary and within the water was a ...
... curve for least work was probably subject to very little change as it approached the minimum ; hence the latitude which as a fact existed . Least work occurred when the sum of the work done on the boundary and within the water was a ...
Seite 299
... curve in Fig . 5 , and presumably by some parameter Dr. Swift had brought in the curves for the shorter bearings . It would throw the whole thing into far better light if Gümbel's conclusions and methods were put in contrast . One of ...
... curve in Fig . 5 , and presumably by some parameter Dr. Swift had brought in the curves for the shorter bearings . It would throw the whole thing into far better light if Gümbel's conclusions and methods were put in contrast . One of ...
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