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 141
... irrigation- channels have been constructed in such tracts . The remainder is already highly cultivated , and it has been assumed that 40 to 50 per cent . of this will be irrigated annually from the new canal channels . Altogether an ...
... irrigation- channels have been constructed in such tracts . The remainder is already highly cultivated , and it has been assumed that 40 to 50 per cent . of this will be irrigated annually from the new canal channels . Altogether an ...
Seite 169
... irrigation of about 65 per cent . of the gross area in the central zone of the tract . In the Sarda tract pre - canal stability existed with a rainfall load of 25 to 30 inches ; to that it was proposed to add an irrigation load on about ...
... irrigation of about 65 per cent . of the gross area in the central zone of the tract . In the Sarda tract pre - canal stability existed with a rainfall load of 25 to 30 inches ; to that it was proposed to add an irrigation load on about ...
Seite 173
... Irrigation . All Provinces had been invited to co - operate and pool all available knowledge on the subject , and ... Irrigation . The Central Board was composed of all Chief Engineers of irrigation in all Provinces in India , and the ...
... Irrigation . All Provinces had been invited to co - operate and pool all available knowledge on the subject , and ... Irrigation . The Central Board was composed of all Chief Engineers of irrigation in all Provinces in India , and the ...
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