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Comparison between circular and void cross sections; advantages of latter; 10 different sizes of cross sections are sufficient to cover requirements of sewer network of city; graphical and analytical determination of best form of arch.
Comparison between circular and void cross sections; advantages of latter; 10 different sizes of cross sections are sufficient to cover requirements of sewer network of city; graphical and analytical determination of best form of arch.
Uniform cross sections for sewers
Einheitliche Quarschnitte fuer Entwaesserungsleitungen
Albert, W. (author)
1947
3 pages
Article (Journal)
German
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Online Contents | 1997
Engineering Index Backfile | 1921
|Engineering Index Backfile | 1937
Engineering Index Backfile | 1944
|Wide range of design sections for large sewers in Detroit, Mich
Engineering Index Backfile | 1948