Minutes of Proceedings of the Institution of Civil Engineers, Band 235Institution of Civil Engineers, 1932 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 11
... dam at Aswan was adopted , but as the water stored was required for Lower and Middle Egypt , the simple idea of allowing the stored water to flow down the river with the ordinary summer supply and thus augment the latter , and to be ...
... dam at Aswan was adopted , but as the water stored was required for Lower and Middle Egypt , the simple idea of allowing the stored water to flow down the river with the ordinary summer supply and thus augment the latter , and to be ...
Seite 16
... dam , coupled with a suitable spillway from the Blue Nile , ensure Egypt against excessive floods and con- sequent ... Aswan Dam should not be used to fulfil a similar function . The reason why such a suggestion has not been looked upon ...
... dam , coupled with a suitable spillway from the Blue Nile , ensure Egypt against excessive floods and con- sequent ... Aswan Dam should not be used to fulfil a similar function . The reason why such a suggestion has not been looked upon ...
Seite 17
... reservoir until the silty stage of the Nile has well passed ; it may well be that a relaxation of this rigidity may now be advisable if there are other gains to counterbalance any possible loss . The Aswan Dam has fully justified its ...
... reservoir until the silty stage of the Nile has well passed ; it may well be that a relaxation of this rigidity may now be advisable if there are other gains to counterbalance any possible loss . The Aswan Dam has fully justified its ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Induction of the President | 35 |
December 1932 | 42 |
Urheberrecht | |
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air-pressure apron Aswan Dam Author B.Sc barges barrage Blue Nile bottom caisson calculated Calcutta carried cementation cent centimetres clay coefficient of discharge compartments compressed air concrete construction crown bend cubic curve cusecs cutting edge cylinders Dagenham Davies Davies's depth diameter downstream Dugald Clerk effect Egypt engine erection erosion Esna excavation exhaust experiments feet 6 inches flood floor flotation gates head producing flow horizontal increase internal-combustion engine kentledge load loss of pressure lower maximum metres Minutes of Proceedings Nile obtained outlet Paper piers piles pipe pressure head pressure-charging Proceedings Inst Professor Gibson pumps Railway river sand scour SENNAR DAM shaft shown in Fig sinking siphon skin friction sluices span square foot square inch steel Stud surface surge tank tests Thames ballast tons tunnel turbine turbo-charging upstream velocity vertical vortex vortices wall water-level weight weir White Nile Willingdon bridge