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298 94 307/02 Untersuchungen zum Stand der Umsetzung des ...

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Specific O2 consumption for N 1,91 kg O2/kg BOD<br />

Flow of return sludge 43 %<br />

Teil 3 Seite 4-35<br />

The introduction of air and the circulation of the biomass are achieved using 8 aerator<br />

chains. The aerator chains consist of 7 floating aerators each, connected to one another<br />

by means of air supply hoses. The air is introduced in the form of small bubbles, over the<br />

basin floor. The required quantity of air is made available through sliding vane rotary com-<br />

pressors. A compressor constantly runs on base load in or<strong>der</strong> to ensure a specific mini-<br />

mum level of circulation of the activated sludge. The connection of further compressors is<br />

regulated by a timing programme and an automatic oxidation/reduction control. By vary-<br />

ing the rate of oxygen introduced through different chains aerobic and anoxic zones are<br />

produced. The rate of oxygen fed through the chains is altered periodically, so that over<br />

time anoxic zones are intermittently created throughout entire basin.<br />

The sludge is removed and the effluent is subject to further aeration and sedimentation.<br />

Table 4-6 shows the emission levels achieved in the plant <strong>des</strong>cribed in Table 4-5 during<br />

the period 1992 to 1996.<br />

Table 4-6: Emission levels achieved during the period 1992 - 1996<br />

Parameters Aver-<br />

BOD5 homogenised<br />

mg/l<br />

COD homogenised<br />

mg/l<br />

age<br />

Minimum Maxi-<br />

mum<br />

3.1 1 8<br />

65.4 35 125<br />

NH4-N mg/l 10.0 0.3 29<br />

NO3-N mg/l 2.4 0.3 7.7<br />

NO2-N mg/l 1.8 0.7 4<br />

P total mg/l 1.8 0.3 4.3<br />

AOX mg/l 0.015 < 0.01 0.<strong>02</strong><br />

At a second ren<strong>der</strong>ing plant reportedly <strong>des</strong>igned with a processing capacity of 580 t/d of<br />

animal carcases and <strong>des</strong>igned for full nitrogen elimination, 2 tanks are operated in parallel<br />

with intermittent aeration. The process effluent is subject to fat separation and flotation<br />

followed by mixing with non-process waste water. It is then treated in a clarification plant<br />

and an equalisation basin (1.250 m³ with a reserve of 1.750 m³). It is then divided be-<br />

tween 2 basins, each of 6.240 m³ capacity. The basins contain 1.365 meter tubes for air<br />

intake, aerators and 3 stirring devices. The basins are in alternation supplied with air (aer-<br />

ated) at or simply stirred (anoxic) to time ratio of approximately 2:1.

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