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Doornkop ten-million gallon reservoir
Aim in design was primarily to inhibit cracking and to ensure high degree of water tightness; requirement was that reservoir be square shaped and average water depth 17 ft; reservoir has reinforced concrete cantilever walls and 4 corners are isolated into small units by means of joints; flat reinforced concrete roof of 317 ft sq reservoir is carried on rows of reinforced concrete columns and on side walls without being structurally connected to latter.
Doornkop ten-million gallon reservoir
Aim in design was primarily to inhibit cracking and to ensure high degree of water tightness; requirement was that reservoir be square shaped and average water depth 17 ft; reservoir has reinforced concrete cantilever walls and 4 corners are isolated into small units by means of joints; flat reinforced concrete roof of 317 ft sq reservoir is carried on rows of reinforced concrete columns and on side walls without being structurally connected to latter.
Doornkop ten-million gallon reservoir
Civ Engr S Africa
Soderlund, K.N. (author)
1961
6 pages
Article (Journal)
English
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