Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 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 39
... foot of the bill for them . Of all men , civil engineers were the least likely to be frightened by big sums , and the last to put cost before efficiency . Perhaps that was why the Author commenced his attack on big ships by hoisting ...
... foot of the bill for them . Of all men , civil engineers were the least likely to be frightened by big sums , and the last to put cost before efficiency . Perhaps that was why the Author commenced his attack on big ships by hoisting ...
Seite 50
... Foot 2 7 AAA CROSS SECTION Scale for Fig : 19 . 1 Inch - 2 Feet Inches 12 963 O 7 2 3. Feet ARRANGEMENT OF MACHINE AND - CAULKING - MACHINE TRANSPORT CARRIAGE , THOS KELL & SON , LITH . 40 KING ST COVENT GARDEN AAAA PLATE 2 .
... Foot 2 7 AAA CROSS SECTION Scale for Fig : 19 . 1 Inch - 2 Feet Inches 12 963 O 7 2 3. Feet ARRANGEMENT OF MACHINE AND - CAULKING - MACHINE TRANSPORT CARRIAGE , THOS KELL & SON , LITH . 40 KING ST COVENT GARDEN AAAA PLATE 2 .
Seite 61
... foot by the spill - water , which would otherwise have run along the toe ; and where the wall is highest , a spill - water basin or water - cushion has been provided , from which a wide channel , excavated in the river - bed and lined ...
... foot by the spill - water , which would otherwise have run along the toe ; and where the wall is highest , a spill - water basin or water - cushion has been provided , from which a wide channel , excavated in the river - bed and lined ...
Seite 62
... foot- and hanging walls of the fissure , and the line of fissure at the bottom of the excavations , were all carefully examined ; but no signs of moisture could be detected . It was concluded that the material in the fissure , at the ...
... foot- and hanging walls of the fissure , and the line of fissure at the bottom of the excavations , were all carefully examined ; but no signs of moisture could be detected . It was concluded that the material in the fissure , at the ...
Seite 63
... chamber , from which valve - rods are carried up to bevel- geared headstocks , all placed on the upper valve - tower floor , which is 1 foot 9 inches above maximum flood - water Proceedings . ] PALMER ON COOLGARDIE WATER - SUPPLY . 63.
... chamber , from which valve - rods are carried up to bevel- geared headstocks , all placed on the upper valve - tower floor , which is 1 foot 9 inches above maximum flood - water Proceedings . ] PALMER ON COOLGARDIE WATER - SUPPLY . 63.
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armoured armoured cruisers Australia Author average battleships bridge C.E. VOL carried cast-iron pipe catchment catchment-area caulking cement cent CLXII coating concrete considerable construction Coolgardie cost cruisers cubic Cunderdin cycle cylinder depth diameter discharge efficiency electrical engine equation experience feet flow foot girders heat Helena River increase Inst Institution internal-combustion engines iron joints Kalgoorlie length less load locking-bar pipe longitudinal machinery masonry maximum metres miles million gallons moment of inertia mortar Mundaring naval obtained Paper pipe-line placed plates portion practice pressure pumping-station pumps Railway rainfall ratio reservoir revolutions per minute River riveted pipes sand scheme shaft ships Sir William White span speed square inch square miles stations steel pipes Storage-period stresses supply surface temperature tests thickness tion tons per square valves vertical vessels vibration Vittorio Emanuele III watershed weir Western Australia yield