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 107
... equation had been determined in order that it might be made to fit certain experiments on the very large stream of the Missis- sippi , with very low velocities , which would not fit in well with any other formula . But it was also now ...
... equation had been determined in order that it might be made to fit certain experiments on the very large stream of the Missis- sippi , with very low velocities , which would not fit in well with any other formula . But it was also now ...
Seite 108
... equations in which there were various coefficients which must be selected - coefficients which did not vary so much , and in regard to which there were much better data . Again , the coefficient 0.015 had been taken from the ex ...
... equations in which there were various coefficients which must be selected - coefficients which did not vary so much , and in regard to which there were much better data . Again , the coefficient 0.015 had been taken from the ex ...
Seite 131
... equations of stability must remain indeterminate , and must therefore be solved by means of assumptions , as was continually necessary in numerous engineer- ing and architectural calculations . The theory of masonry - dam calculations ...
... equations of stability must remain indeterminate , and must therefore be solved by means of assumptions , as was continually necessary in numerous engineer- ing and architectural calculations . The theory of masonry - dam calculations ...
Seite 132
... equations mentioned above would be obtained by allowing for transmission of the stresses to a greater depth through the agency of unsheared beams of rock , if a sufficient factor of safety was available . In this connection , he would ...
... equations mentioned above would be obtained by allowing for transmission of the stresses to a greater depth through the agency of unsheared beams of rock , if a sufficient factor of safety was available . In this connection , he would ...
Seite 312
... Equation . - If the total weight of the cylinder contents is known , then the pressures and specific volumes at each point of the cycle can be found from the indicator - diagram and the general gaseous equation can be applied to find ...
... Equation . - If the total weight of the cylinder contents is known , then the pressures and specific volumes at each point of the cycle can be found from the indicator - diagram and the general gaseous equation can be applied to find ...
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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