A platform for research: civil engineering, architecture and urbanism
Design and construction of storage and diversion dams of Calles System; main storage dam on Rio Santiago is variable-radius concrete arch about 200 ft. high, designed with counter-forted gravity abutments to take arch shear; multiple-arch diversion dam, 150 ft. high, was constructed as overflow structure by covering downstream face of buttresses with reinforced concrete slab.
Design and construction of storage and diversion dams of Calles System; main storage dam on Rio Santiago is variable-radius concrete arch about 200 ft. high, designed with counter-forted gravity abutments to take arch shear; multiple-arch diversion dam, 150 ft. high, was constructed as overflow structure by covering downstream face of buttresses with reinforced concrete slab.
Modern mexican irrigation development
Civil Eng. (N. Y.)
Valdes, A.M. (author)
1931
6 pages
10 Figs.
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Human Aspects of Mexican Irrigation
ASCE | 2021
|Mexican irrigation in sixteenth century
Engineering Index Backfile | 1942
|Human aspects of Mexican irrigation
Engineering Index Backfile | 1950
|TIBKAT | 1983
|Mexican experience with real time irrigation scheduling in irrigation districts
British Library Conference Proceedings | 1999
|