Implementation of The LSP-concept in Extended Aeration
Implementation of The LSP-concept in Extended Aeration
Implementation of The LSP-concept in Extended Aeration
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Amongst the micro-organisms found <strong>in</strong> aerobic treatment plants, ma<strong>in</strong>ly bacteria are<br />
responsible for the conversion <strong>of</strong> soluble organic matter. Bacteria occur <strong>in</strong> three<br />
different forms <strong>of</strong> growth; dispersed (free liv<strong>in</strong>g cells), aggregate form<strong>in</strong>g (as flocs <strong>in</strong><br />
activated sludge and as bi<strong>of</strong>ilm <strong>in</strong> bi<strong>of</strong>ilm processes) and as filamentous (as long<br />
cha<strong>in</strong>s <strong>of</strong> cells <strong>in</strong> a threadlike manner). Microbes, where stalked ciliates and rotifiers<br />
are the dom<strong>in</strong>at<strong>in</strong>g groups, are ma<strong>in</strong>ly feed<strong>in</strong>g on bacteria and are therefore an<br />
important part <strong>of</strong> the micro fauna to keep the excess bio sludge at a m<strong>in</strong>imum.<br />
Nitrogen and phosphorus are essential nutrients needed <strong>in</strong> biological wastewater<br />
treatment. <strong>The</strong> phosphorus play a vital role <strong>in</strong> the energy transfer with<strong>in</strong> the cells,<br />
while the function <strong>of</strong> nitrogen is to function as a component <strong>in</strong> the cell prote<strong>in</strong>. <strong>The</strong><br />
effluents from pulp and paper <strong>in</strong>dustry are <strong>of</strong>ten short <strong>in</strong> these nutrients, which can<br />
cause problems like <strong>in</strong>sufficient COD reduction and poor sludge settl<strong>in</strong>g<br />
characteristics.<br />
<strong>The</strong> <strong>LSP</strong>-process is, as described <strong>in</strong> the <strong>in</strong>troduction, a way to treat wastewater for<br />
gett<strong>in</strong>g a high amount <strong>of</strong> dispersed bacteria <strong>in</strong> a first stage, which can be consumed<br />
<strong>of</strong> filter feed<strong>in</strong>g microbes <strong>in</strong> a second stage. It is important to keep the dispersed<br />
bacterial stage free from microbes, which is solved by hav<strong>in</strong>g a short retention time<br />
(only a couple <strong>of</strong> hours). <strong>The</strong> second stage functions almost <strong>in</strong> the same way as an<br />
ord<strong>in</strong>ary activated sludge process. <strong>The</strong> pr<strong>in</strong>ciple is based on that dispersed bacteria<br />
are easier for the microbes to consume than floc form<strong>in</strong>g bacteria. This would lead to<br />
higher consumption <strong>of</strong> bacteria and <strong>in</strong> the long run a lower production <strong>of</strong> excess<br />
biological sludge. <strong>The</strong> disadvantage is that the <strong>LSP</strong>-process requires nutrient addition<br />
for the first stage to function as expected. This can lead to release <strong>of</strong> nutrients <strong>in</strong> the<br />
second stage due to the consumption <strong>of</strong> dispersed bacteria by the filter feed<strong>in</strong>g<br />
microbes.<br />
<strong>The</strong> process for extended aeration is based on the same <strong>concept</strong> as ord<strong>in</strong>ary activated<br />
sludge, with the difference that the process for extended aeration has considerably<br />
longer sludge age. Comparatively the normal sludge age for an extended aeration<br />
process can vary between 25 and 50 days, while an ord<strong>in</strong>ary activated sludge process<br />
normally vary between 3 and 7 days. This means that the biological degradation<br />
processes can go on for a longer time, which result <strong>in</strong> a <strong>in</strong>creased degradation and a<br />
decreased biological sludge production. <strong>The</strong> advantage <strong>of</strong> long sludge age is also<br />
applied <strong>in</strong> activated sludge treatment processes with suspended carriers (bi<strong>of</strong>ilm) and<br />
membrane bioreactors.<br />
<strong>The</strong> expectation <strong>of</strong> <strong>in</strong>troduce the <strong>LSP</strong>-process <strong>in</strong> extended aeration processes is to<br />
get a wastewater treatment process that get even lower excess biological sludge than<br />
the extended aeration process <strong>in</strong> comb<strong>in</strong>ation with improved sludge settl<strong>in</strong>g<br />
characteristics.<br />
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