Minutes of Proceedings of the Institution of Civil Engineers, Band 200The Institution, 1915 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 136
... Weir and Rutherglen Bridge over the Clyde at Glasgow , and had constructed fitting - out basins for several of the shipbuilding firms on the river . So that what the Author did not know about the Clyde was not worth knowing . Sir Thomas ...
... Weir and Rutherglen Bridge over the Clyde at Glasgow , and had constructed fitting - out basins for several of the shipbuilding firms on the river . So that what the Author did not know about the Clyde was not worth knowing . Sir Thomas ...
Seite 315
... Weir Foundations on Sand and Soil subject to Hydrostatic Pressure . " FOR PAPERS READ BEFORE MEETINGS OF STUDENTS IN LONDON AND AT THE PROVINCIAL ASSOCIATIONS . 1. The James Forrest Medal and a Miller Prize to Joseph Eric Swindlehurst ...
... Weir Foundations on Sand and Soil subject to Hydrostatic Pressure . " FOR PAPERS READ BEFORE MEETINGS OF STUDENTS IN LONDON AND AT THE PROVINCIAL ASSOCIATIONS . 1. The James Forrest Medal and a Miller Prize to Joseph Eric Swindlehurst ...
Seite 364
... weir slightly lower than the dam . Over this weir the water spills into the intake - opening over the roof of the aqueduct . This opening is provided with a slotted recess in which stop - logs can be placed , thus putting the individual ...
... weir slightly lower than the dam . Over this weir the water spills into the intake - opening over the roof of the aqueduct . This opening is provided with a slotted recess in which stop - logs can be placed , thus putting the individual ...
Seite 365
... weir , parallel to the river flow , across the mouth of the intake of tunnel No. 26 , in conjunction with a high dam traversing the river itself on what was deemed a suitable site down - stream of the intake . Situated in a narrow gorge ...
... weir , parallel to the river flow , across the mouth of the intake of tunnel No. 26 , in conjunction with a high dam traversing the river itself on what was deemed a suitable site down - stream of the intake . Situated in a narrow gorge ...
Seite 388
... weir and the head of water discharged by the weir . In no case known to the Authors can it be said that a formula has been framed which is applicable to fully - contracted rectangular weirs up to 20 feet ( at least ) in length , and for ...
... weir and the head of water discharged by the weir . In no case known to the Authors can it be said that a formula has been framed which is applicable to fully - contracted rectangular weirs up to 20 feet ( at least ) in length , and for ...
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20 feet allowance Anopheline Author average bridge C.E. VOL calculated canal carried cement cent centre channel Clyde coefficient concrete considerable construction corrosion cost crane cross girders cubic feet cubic yards curve cylinders deflection depth designed diatomaceous earth docks drainage drains dredger dredging effect elastic limit electric electrolytic electromotive force engineers experiments extensometer factor of safety feet per second flow given Glasgow ground groynes harbour hydraulic impact increase Institution iron larvæ length locomotives low water main girders malaria material maximum metal miles Mo-Ler monoliths mosquitoes moving load Necaxa obtained Paper Pencoyd Pencoyd formula pipes Plate port Portland cement quay quinine rails Railway river rivets rule sand secondary stresses side span speed square inch steel taken tests timber tons per square trailing wheels tramway tunnel Vereines deutscher Ingenieure vertical vessels walls weight weir wheels width working-stress