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 76
... sewage treatment . Their experience had been that 1 acre of land should not take more than 4,000 gallons of sewage per day , and that of the whole farm area about one - third should be under sewage and two - thirds under ordinary ...
... sewage treatment . Their experience had been that 1 acre of land should not take more than 4,000 gallons of sewage per day , and that of the whole farm area about one - third should be under sewage and two - thirds under ordinary ...
Seite 85
... sewage , and he was satisfied that that proportion was too small . In the Travis tanks at Hampton and at Luton the other extreme was reached , because the tank contained 8 hours ' flow . The use of the Hampton tank was free to all ...
... sewage , and he was satisfied that that proportion was too small . In the Travis tanks at Hampton and at Luton the other extreme was reached , because the tank contained 8 hours ' flow . The use of the Hampton tank was free to all ...
Seite 421
... Sewage Sludge by Bacterial Digestion Sludge disposal in the United States , 127 . Transfers of Associate Members to the class of Members , 241 . Trench , E. F. C. - Remarks in moving a vote of thanks to the retiring President , 1 ...
... Sewage Sludge by Bacterial Digestion Sludge disposal in the United States , 127 . Transfers of Associate Members to the class of Members , 241 . Trench , E. F. C. - Remarks in moving a vote of thanks to the retiring President , 1 ...
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