## Abstract A description is presented of the design and performance of a model sewage treatment system consisting of one aerobic reactor and clarifier plus one anaerobic reactor, with an aerobicโmixedโliquorโvolume/anaerobicโmixedโliquorโvolume ratio of 1:4. Effluent values of ammonia, nitrite, an
A confirmation of the proposed model for the hexose uptake system ofChlorella vulgaris. Anaerobic studies in the light and in the dark
โ Scribed by E. Komor; E. Loos; W. Tanner
- Publisher
- Springer
- Year
- 1973
- Tongue
- English
- Weight
- 597 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0022-2631
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