Designing Treatment Basin Dimensions to Reduce Cost
A simple procedure for designing large, shallow basins to ensure adequate treatment time and reduce their costs is derived and explained. It considers the cost of perimeter and internal (baffle) dikes, the cost of land, and the retention time, as affected by hydraulic efficiency. Two examples are pr...
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Veröffentlicht in: | Journal of environmental engineering (New York, N.Y.) N.Y.), 1991-05, Vol.117 (3), p.381-386 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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