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 196
... sand in suspension , a considerable quantity was admitted and thrown down in the first mile at the head of the canal ; this was swept forward slowly later in a travelling bar of sand . He had seen in 1931 one of those bars of coarse sand ...
... sand in suspension , a considerable quantity was admitted and thrown down in the first mile at the head of the canal ; this was swept forward slowly later in a travelling bar of sand . He had seen in 1931 one of those bars of coarse sand ...
Seite 205
... sand mound , but sufficient evidence was obtained to prove that there was very little vertical subsidence into the clay bottom , nor did there appear to be any marked upheaval at the toe of the bank , which apparently consisted of the ...
... sand mound , but sufficient evidence was obtained to prove that there was very little vertical subsidence into the clay bottom , nor did there appear to be any marked upheaval at the toe of the bank , which apparently consisted of the ...
Seite 206
... sand from Salinas was , generally speaking , coarser than that from Lagunas , but both beaches are formed of good sharp quartz grains from the denudation of the granitic formation of the adjacent hills . In neither case was the sand ...
... sand from Salinas was , generally speaking , coarser than that from Lagunas , but both beaches are formed of good sharp quartz grains from the denudation of the granitic formation of the adjacent hills . In neither case was the sand ...
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