Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution 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 23
... pipe - line to the length of the whole line and adding the results , but taking care to reckon all distances on the outlet side of the centre as positive and the remainder as negative . = It follows that Q. Qm whenever the draw - off ...
... pipe - line to the length of the whole line and adding the results , but taking care to reckon all distances on the outlet side of the centre as positive and the remainder as negative . = It follows that Q. Qm whenever the draw - off ...
Seite 65
... water was now supplied through meters , and the present charge was 2s . per 1,000 gallons . The pipe - line discharges given in the Paper were based on venturi - meter records , and not on theory . The readings had been taken as ...
... water was now supplied through meters , and the present charge was 2s . per 1,000 gallons . The pipe - line discharges given in the Paper were based on venturi - meter records , and not on theory . The readings had been taken as ...
Seite 558
... pipe - line , 63 ; lining of the Coolgardie pipe - line , 63 . Lloyd , H. G. - Discussion on the Pressure on Retaining - Walls : Angles of repose of sands , 186 ; shear tests of sand under compression , 188 . Lloyd - Davies , D. E. ...
... pipe - line , 63 ; lining of the Coolgardie pipe - line , 63 . Lloyd , H. G. - Discussion on the Pressure on Retaining - Walls : Angles of repose of sands , 186 ; shear tests of sand under compression , 188 . Lloyd - Davies , D. E. ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William