A platform for research: civil engineering, architecture and urbanism
Description of dam at Trimmu on Chenab river, for control of waters of Chenab at this site, which vary in discharge from 900 to 650,000 cusecs, and to permit their use to max discharge of 7750 cusecs for irrigation in canals of Haveli project; it is first great dam constructed in Punjab in which full advantage was taken of advance in theory of design of weirs on sand foundations; concrete has been used for vertical facework on dam construction; method adopted is use of precast interlocking concrete shell. (See also - discussion in Supp to v 18 n 8 Oct p 455-8)
Description of dam at Trimmu on Chenab river, for control of waters of Chenab at this site, which vary in discharge from 900 to 650,000 cusecs, and to permit their use to max discharge of 7750 cusecs for irrigation in canals of Haveli project; it is first great dam constructed in Punjab in which full advantage was taken of advance in theory of design of weirs on sand foundations; concrete has been used for vertical facework on dam construction; method adopted is use of precast interlocking concrete shell. (See also - discussion in Supp to v 18 n 8 Oct p 455-8)
Emerson barrage
Instn Civil Engrs -- J
Haigh, F.F. (author)
1941
46 pages
2 Supp plates
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1933