| Brazilian Journal of Chemical Engineering | |
| Septic tank combined with anaerobic filter and conventional UASB: results from full scale plants | |
| F. J. A. Da Silva1  M. G. S. Lima1  L. A. R. Mendonça1  M. J. T. L. Gomes1  | |
| [1] ,Federal University of Ceará Department of Civil Engineering Juazeiro do Norte CE ,Brazil | |
| 关键词: Anaerobic treatment; Low-cost technology; Performance comparison; | |
| DOI : 10.1590/S0104-66322013000100015 | |
| 来源: SciELO | |
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【 摘 要 】
Anaerobic digestion is an important alternative for domestic wastewater treatment, especially in warm climate regions. Two full-scale anaerobic schemes were investigated: septic tank combined with anaerobic filter (S T A NF) and conventional UASB reactors. Treated effluents from these systems were subjected to disinfection by chlorination. The operational performance of 56 full-scale plants (36 S T A NF and 20 UASB) provided a realistic view. Findings showed that the plants operated with low OLR (< 2.0 kg COD/m³.day). Despite this, the removal of organic material was below values suggested by the literature (around 60% for COD). A removal of 4.0 Log10 units of total coliform and E. coli can be reached with residual chlorine (R CL) of at least 2.0 Cl-Cl2/l. Although UASB plants have performed better, improvement of maintenance is needed in both treatment configurations.
【 授权许可】
CC BY
All the contents of this journal, except where otherwise noted, is licensed under a Creative Commons Attribution License
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO202005130129124ZK.pdf | 226KB |
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