Minutes of Proceedings of the Institution of Civil Engineers, Band 202The Institution, 1917 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 15
... velocity of the air in the tunnels on the heavy gradients was about the same as the speed of the train , and therefore the smoke , instead of being left behind as usual , gradually descended upon the engine- men , while the engine ...
... velocity of the air in the tunnels on the heavy gradients was about the same as the speed of the train , and therefore the smoke , instead of being left behind as usual , gradually descended upon the engine- men , while the engine ...
Seite 27
... velocity of the ejector . For this and other reasons the dredger and the ejector should be driven by separate engines . Behind the ejector is placed the engine - room containing the two sets of engines for dredger and ejector , and ...
... velocity of the ejector . For this and other reasons the dredger and the ejector should be driven by separate engines . Behind the ejector is placed the engine - room containing the two sets of engines for dredger and ejector , and ...
Seite 71
... velocity of 3 feet per second when flowing half - full . The manholes are conical , and built of locally - made bricks , laid on 1.15 foot of cement concrete . The pipes below a level of 57 40 feet are principally " Keeptites , " which ...
... velocity of 3 feet per second when flowing half - full . The manholes are conical , and built of locally - made bricks , laid on 1.15 foot of cement concrete . The pipes below a level of 57 40 feet are principally " Keeptites , " which ...
Seite 77
... velocity of 3 feet per second . The maximum future dry- weather flow is calculated at 11,458 gallons per minute , so that the collector will be practically flowing half - full and reserve space will be available for an additional 14,643 ...
... velocity of 3 feet per second . The maximum future dry- weather flow is calculated at 11,458 gallons per minute , so that the collector will be practically flowing half - full and reserve space will be available for an additional 14,643 ...
Seite 82
... velocity of the water passing through them and thus avoid shocks at the highest speed at which the pumps will be called upon to work . They are cylindrical in form , having the necessary opening strengthened by ribs , and are specially ...
... velocity of the water passing through them and thus avoid shocks at the highest speed at which the pumps will be called upon to work . They are cylindrical in form , having the necessary opening strengthened by ribs , and are specially ...
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acres adhesion Admiralty soundings appliances Associate Member Author average bank barges bogie brake bridge C.E. VOL cable Cairo carried cent channel coal connection considerable construction cost cranes cubic feet curve cylinders Denver Sluice depth designed diameter died discharge districts drainage drains duct Earith elected an Associate electric Engineer feet per second floods flow gallons girders given gradient Guyhirne harbour improvement inches Institution James Forrest King's Lynn Kitson-Meyer labour land length load locomotives low water lower mattresses maximum means Messrs miles Minutes of Proceedings Mower's Point Mutford Bridge obtained Ouse outfall Paper piers pinions pipes Plate pontoons port pumping-station pumps quays rack rack railways rainfall Rangoon Rangoon river result river river Bure river Yare river-bed scaffold scheme scour sewage sewers Sharia silt Sir John slipway stone tidal tons train training-wall Transandine Railway Upington velocity vessels wall William Wisbech Yare