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When canyon site seems best adapted to gravity type of dam, writer advocates straight gravity dam for certain sites and argues that in some situations dam curved down stream may be preferred. (see also discussions in no. 6, Aug., pp. 991-996 and no. 8, Oct., pp. 1293-1295 and translated discussion in Ingenieria y Construccion, vol. 9, no. 103, July 1931, pp. 397-400, 4 figs.)
When canyon site seems best adapted to gravity type of dam, writer advocates straight gravity dam for certain sites and argues that in some situations dam curved down stream may be preferred. (see also discussions in no. 6, Aug., pp. 991-996 and no. 8, Oct., pp. 1293-1295 and translated discussion in Ingenieria y Construccion, vol. 9, no. 103, July 1931, pp. 397-400, 4 figs.)
Gravity dams arched down stream
Am. Soc. Civil Engrs. -- Proc
Lambert, B.J. (author)
1931
6 pages
4 Figs.
Article (Journal)
English
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Gravity dams arched down stream
Engineering Index Backfile | 1932
|Gravity dams arched down stream
Engineering Index Backfile | 1932
|Gravity dams arched down stream
Engineering Index Backfile | 1931
|Gravity Dams Arched Down Stream
ASCE | 2021
|Closure to “Lambert on Gravity Dams Arched Down Stream”
ASCE | 2021
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