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 153
... distributaries are usually designed to run alternately , each getting a full supply in alternate weeks . Such distributaries must be designed from the tail upwards , since the discharge required at any point depends to a certain extent ...
... distributaries are usually designed to run alternately , each getting a full supply in alternate weeks . Such distributaries must be designed from the tail upwards , since the discharge required at any point depends to a certain extent ...
Seite 154
... distributaries calls for no comment ; they are of brickwork and of simple design . A new design was , however , adopted for distributary - heads . The first proposal was to have a number of spans , with a total width approxi- mately the ...
... distributaries calls for no comment ; they are of brickwork and of simple design . A new design was , however , adopted for distributary - heads . The first proposal was to have a number of spans , with a total width approxi- mately the ...
Seite 414
... distributaries , 172 ; methods of checking damage to banks due to wave- action , 172 ; escapes on distributaries , 173 ; functions of the Central Bureau under the Central Board of Irrigation , 173. - Discussion : Lifting - gear for ...
... distributaries , 172 ; methods of checking damage to banks due to wave- action , 172 ; escapes on distributaries , 173 ; functions of the Central Bureau under the Central Board of Irrigation , 173. - Discussion : Lifting - gear for ...
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