| 摘要 |
<p>A biological effluent purification system is esp. suitable for purification of effluents having high total N content and low C concentrations. Effluents of this type are subjected to pre-denitrification and aeration. Some of the pre-denitrified effluent is returned to the pre-denitrification stage. The other predenitrified and aerated portion is passed through a post-denitrification unit, followed by post-aeration prior to entering the post-settling unit. It is characteristic of this process, that following aeration, but prior to recirculation the treated effluent is passed through an oxygen-proof or ideally an oxygen-free adaptation zone coupled with changing the system's microflora to N consumption. Secondly, the denitrification and/or the adaptation steps are performed in sealed units to limit, or pref. eliminate air (oxygen) dissolution in the system. The process installation comprises one or several denitrifying reactors (3), aerating reactor(s) (4) post-denitrifying reactor(s) (6) and a recirculation line (7). An adaptation reactor (5) is introduced between the aerating reactor(s) (4) and the post-denitrifying reactors (6). Conversely, the end section of the aerating reactor (4) is developed as an adaptation zone and the starting pt. of the recirculation line (7) is found in the adaptation reactor (5) or is placed between the adaptation zone and the post-denitrification reactor(s) (6).</p> |
