Viseu, October 2007 HAASE THECHNOLOPGY FOR ANAEROBIC/AEROBIC TREATMENT OF RMSW IN THE SLURRY PHASE R. Sieksmeyer Keywords: mechanical-biological pre-treatment, MBT, waste, anaerobic, aerobic, operation experience Haase Energietechnik AG has concentrated its long-term knowledge on key compounds of MBT plants to create a new innovative technology for treatment of most kinds of waste the so-called 'wet anaerobic digestion' process (wet-AD) in 2004 and developed it to series-production readiness. The mechanical-biological pretreatment of residual waste by using the principle of fermentation with subsequent aeration step was undertaken for the first time at full-scale in Lübeck with a target annual residual waste capacity of 125,000 Mg. In consideration of the development stage of MBT plants in general and the innovation of wet-AD in particular in the early 2000ers further measures to optimise process control are being explored. This abstract shows a selection of results from the full-scale process. The schematic for the biological treatment of residual waste as done in Lübeck and possible other ways are presented in Figure 1. After the mechanical processing of the residual waste and the separation of the high calorific value fraction (approx. 50% of the input material) and the heavy fraction (stones, metals, glass etc.), the predominantly organic waste (approx. 40% of the input) is mixed into a suspension using a screen filter with a mesh diameter of d<40mm and d<25mm (from March 2007). In the succeeding grit chamber, the separation of the light and heavy fractions takes place by flotation and sinking. Here, any remaining interfering materials, e.g. stones, glass, ceramics, as well as plastics and woody materials, are separated before the biological treatment stage. The suspension is then led to the digestion stage which consists of a hydrolyser (V=4000 m³) and digesters (2x V=4800 m³). In this step, the easily degradable carbon compounds are converted to biogas at a temperature of approx. T=37°C and a residence time of approx. 21 days. To further stabilise the residual waste, the suspension (DS= ~ 4% (w)) is fed to the dual-lane aerobic treatment step. The aerobic treatment stages are operated as forced flow-through reactors, each separated into 5 chambers. Each individual chamber is mixed by a stirrer and pressure-aerated. The exhaust air from each chamber is captured and led to the exhaust air treatment plant. After an approx. 12 day aeration period, a separation of the suspension takes place to achieve a mixed solid with a DS content of ~ 40% (w). The process water is returned to the mixer for mashing the residual waste suspension. The mixed solids are concentrated to a solids content of approx. 70% (w) using a dryer. This residue is then mixed with the previously-separated light and heavy materials from the grit chamber, and landfilled. Based on initial experiences, further research was necessary to optimise the operation of the MBP-Lübeck. The aerobic treatment process step is currently operated using a dry solids content of 4% (w). Since the intention is to increase the DS content in the aeration step, laboratory experiments made by University of Technology Hamburg-Harburg using different DS contents could give an initial insight into optimised field operations. In addition, preliminary field results show that in the aerobic step, temperatures of approx. 40 to 45°C ca n develop. During summer operation, higher temperatures are to be found so that a technical cooling is needed. Viseu, October 2007 In order to be able to assess the possible consequences on the carbon and nitrogen degradation, laboratory investigations should be undertaken at different temperatures to optimise the degradation process. Figure 1. Schematic of the biological pre-treatment in the MBP–Lübeck. The field results showed that approx. 95% of the biological degradation (BOD5) already takes place during fermentation (see Figure 2). In the subsequent aeration stage, an additional 3%, based on the hydrolyser input, are converted. In the aeration stage, biochemical conversion processes for nitrogen reduction take place. The ammonium concentration decreased from 600mg NH4-N/l in the output of the digester to 30mg NH4-N/l in the output of the aerobic stage. In parallel, a nitrification of 340mg N/l took place. In addition, nitrogen as ammonia was stripped out, and N2 was possibly released via denitrification in the first aeration chamber. Figure 2. Reduction in the COD content and the BOD5/COD ratio during the biological treatment in the MBT-Lübeck. Viseu, October 2007 Comparative investigations on BOD5 degradation in the aeration chambers of the MBT and in the laboratory test system showed that almost identical results can be achieved. The BOD5 content decreased from approx. 1000mg O2/l in the start phase to approx. 200mg O2/l after the end of aeration. Approximately 90% of the BOD5 conversion took place in the first two of the 5 aeration chambers. The found reduction of BOD as well as COD is one of the main factors that Haase MBT plants observe the limits of the German landfill ordinance. Further investigations have shown that at Haase MBT plants the RTO, necessary for all other MBT technologies, can be replaced by bio filter systems. The waste air composition of the collected air derived from all areas/halls is of a kind and concentration that even bio filter systems are able to reduce the emissions below the German limit of 50 mg(THC)/m³ for chemical plants and even below the German limit of 20 mg(THC)/m³ for MBT plants. Also the odour emissions can be reduced by bio filters below 500 OU/m³. But more significant and as a characteristic difference to other MBT technologies the odour impressions of waste in the surroundings of the Haase MBT plants (with closed doors) are mostly undetectable. MBT Output to Landfill 140,00 120,00 TOC in mg/l (max: 300) NH4 in mg/l (max: 200) 100,00 values GB 21 in L/kgTM (max: 20) 80,00 60,00 40,00 20,00 22.08.2007 08.08.2007 25.07.2007 11.07.2007 27.06.2007 13.06.2007 30.05.2007 16.05.2007 02.05.2007 18.04.2007 04.04.2007 21.03.2007 07.03.2007 21.02.2007 07.02.2007 24.01.2007 10.01.2007 27.12.2006 13.12.2006 0,00 Date of sampling Figure 3. long-term monitoring of waste output at MBT-Lübeck. The above mentioned results are directly considered in our new projects in England, Malta and will help to optimise ecological and economical aspects of the Haase wetAD technology.
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