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Problematik vid höga flöden - Gästrike Vatten AB

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efficiency can be achieved by withdrawing the excess of sludge formed, containing the<br />

biomass of PAO whith high phosphorus content within its cells.<br />

Sweden and other northen countries have experienced an increased level of precipitation<br />

during the last decades and both the level and intensity of these events can, according to<br />

present climate models, be expected to increase further during the decades to come. This has<br />

an impact on the wastewater treatment systems of the communities which receives a higher<br />

level of stormwater both to the sewers and to the wastewater treatment plants (WWTP). This<br />

occurs due to drainage from houses and leakage into the pipe-system. Another reason for high<br />

influx flows can be that storm drains are not always operated independently from sanitary<br />

sewer systems, especially in older parts of the cities, where the pipe-system can be more than<br />

a hundred years old. Apart from the risk of discharging untreated sewage into the<br />

environment, the increased flow can also lead to serious failures at the WWTP, especially<br />

when biological treatment methods are being applied.<br />

An activated sludge system with EBPR is very sensitive to external disturbances, such as high<br />

influx flows. This can either deteriorate the phosphorus removal efficiency instantaneously or,<br />

if the disturbance is prolonged, cause the ecosystem of the activated sludge to shift in favour<br />

of other microorganism types than the essential PAO. The latter can affect the ability to<br />

remove phosphorus biologically for long periods, in the order of weeks to months, until the<br />

microbial population of PAO is re-established in the system. The weakened overall system<br />

performance can also render the need for chemical precipitation of phosphate. This can have a<br />

further inhibiting effect on the recovery of the EBPR process, since the biologically available<br />

phosphate becomes chemically bound and therefore limits the ability to rebuild the<br />

endogenous poly-P pools (Tykesson et al., 2003).<br />

One of the most crucial factors related to high influx flows is the availability of easily<br />

biodegradable substrates in the influent wastewater feeding the PAO in the anaerobic stage of<br />

the process. A correlation has been found between the VFA-feed and the phosphate release in<br />

the anaerobic reactor and hence the overall phosphorus removal performance (Carlsson et al.,<br />

1996, Lie et al., 1997). During high-flow conditions the WWTP temporary receives a diluted<br />

sewage at a high hydraulic load. The concentration of VFA has been shown to decrease and,<br />

at the same time, the VFA to phosphate ratio is reduced during these conditions (Carlsson et<br />

al., 1996). Depending on the duration of the highflow, this may result in a partial or complete<br />

depletion of the endogenous carbon reserves, and leads to high effluent phosphate loadings<br />

(Temmink et al., 1996). During these conditions microbial growth becomes substrate limited,<br />

and the PAO tend to focus on maintenance using utilized energy for survival processes and<br />

excluding the uptake of phosphate. If the conditions are prolonged the active biomass of PAO<br />

can be reduced (Lopez et al., 2006).<br />

When the conditions have been normalized after a high-flow event the effluent phosphorus<br />

concentration has been reported to peak (Pitman et al., 1983). This is due to a temporary<br />

imbalance between phosphate-release and uptake. The phosphate release is recovered almost<br />

instantly while the phosphate uptake depends on a slowly rising level of PHA in the cell, and<br />

is therefore delayed (Temmink et al., 1996, Miyake et al., 2005).<br />

The WWTP Duvbacken in Gävle was rebuilt for EBPR during 2004. During the first years the<br />

phosphorus removal capacity was unstable. The main reason to this was found to be a lack of<br />

organic substrate for the process. A sufficient level of VFA was achieved by introducing a<br />

main stream primary sludge hydrolysis in 2007. This was achieved by pumping sludge from<br />

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