Minutes of Proceedings of the Institution of Civil Engineers, Band 51Institution of Civil Engineers, 1878 |
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Seite 63
... centres , but they would hardly have been found satisfactory in practice without a very quick and effective reversing motion , con- sisting of an ordinary " link - motion " moved by a steam cylinder , moderated in its action by a ...
... centres , but they would hardly have been found satisfactory in practice without a very quick and effective reversing motion , con- sisting of an ordinary " link - motion " moved by a steam cylinder , moderated in its action by a ...
Seite 136
... Centre Line of Coffer VICTORIA DOCK Dam Excavated to 18 ft below 0 : D S 23 0 Quicksand 35 feet below 0.D. S. EXTENSION Tie Rod Brace Dam Level of Excavations Low Water Basin 30 feet below O.D. S. COFFERDAMS . 3 inc Planking ...
... Centre Line of Coffer VICTORIA DOCK Dam Excavated to 18 ft below 0 : D S 23 0 Quicksand 35 feet below 0.D. S. EXTENSION Tie Rod Brace Dam Level of Excavations Low Water Basin 30 feet below O.D. S. COFFERDAMS . 3 inc Planking ...
Seite 138
... centre to centre , with corresponding main piles , 40 to 42 feet long , by 12 inches square , driven as an inner row directly opposite , leaving a space of 4 feet 6 inches between , for the puddle . The space between the main piles of ...
... centre to centre , with corresponding main piles , 40 to 42 feet long , by 12 inches square , driven as an inner row directly opposite , leaving a space of 4 feet 6 inches between , for the puddle . The space between the main piles of ...
Seite 140
... centre to centre for the main piles and struts . To prevent the wales being nipped , or crushed at the point of contact with the struts , which were frequently indented to the extent of 11⁄2 inch , a facing piece , 12 inches deep by 6 ...
... centre to centre for the main piles and struts . To prevent the wales being nipped , or crushed at the point of contact with the struts , which were frequently indented to the extent of 11⁄2 inch , a facing piece , 12 inches deep by 6 ...
Seite 147
... centre line of the dam was about 10 feet below Old Dock Sill , rising gradually at either end of the segment to about 7 feet below Old Dock Sill . The exca- vation within the dam was taken down to 18 feet below Old Dock Sill before the ...
... centre line of the dam was about 10 feet below Old Dock Sill , rising gradually at either end of the segment to about 7 feet below Old Dock Sill . The exca- vation within the dam was taken down to 18 feet below Old Dock Sill before the ...
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acres amount Author average Bilbao Board of Trade boilers Bouches-du-Rhône bridge cable caisson canal carried cent centre chain cliff coal cofferdam Company compound engine condenser construction cost cubic feet cubic yards curves cylinder depth discharge Durance experiments factor of safety feet long foot fuel furnace girders groynes horizontal Hornsea inches inches in diameter inches thick increased indicated HP indicator diagrams Inst iron irrigation Kilnsea length lineal load locomotive loss of land marine masonry matter maximum mètre miles minute nickel obtained ordinary phylloxera pier piles placed plates pressure propeller quantity rails railway resistance river rope sand screw Sestao shaft shipowner side span speed square inch steam shipping steamers steel struts surface surface condensers tacheometer temperature tion tonnage tons tramway tubes tunnel valves velocity vessels wall weight wheels width wire Withernsea yards per annum