Biological solution to storm water?
Standard practice in Flanders is to limit the hydraulic capacity of sewage treatment works to 6Q14 (Q14= 1.7 dry weather flow Q(DWF)). A maximum of 3Q14 is treated biologically, while the excess flow undergoes only physical treatment in storm tanks. This practice has been challenged by a new high-flow activated sludge operation concept, consisting of the treatment of the full storm sewage flow in the biological train and of the use of the storm tanks as additional secondary clarifiers. After successful testing in two installations, 56 works of different sizes and types were switched to high-flow activated sludge operation from 1999 to 2002. This paper reports on progress and experiences gained since then. The analysis focuses on the parameters subject to regulatory discharge (BOD, COD, suspended solids, total nitrogen and total phosphorus) plus ammonia. Special attention is paid to the performance of the clarification and of the nitrification processes. The results indicate that high-flow biological treatment provides a substantial reduction in wet weather discharges while maintaining acceptable process operating conditions.
Bixio
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Aquafin nv, Technology Department, Dijkstraat 8, B-2630 Aartselaar, Belgium. davide.bixio@aquafin.be
Thoeye
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De Gueldre
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D000641:Ammonia / Q000737:chemistry; D001673:Biodegradation, Environmental; D009584:Nitrogen / Q000737:chemistry; D010758:Phosphorus; D011891:Rain; D012722:Sewage; D013997:Time Factors; D014865:Waste Disposal, Fluid / Q000379:methods*; D014867:Water; D014872:Water Movements; D014873:Water Pollutants; D014876:Water Pollution; D018508:Water Purification / Q000379:methods*
D012722:Sewage; D014873:Water Pollutants; D014867:Water; D010758:Phosphorus; D000641:Ammonia; D009584:Nitrogen