Pretreatment of organic refuse by high-pressure piston separation English Summary and ConclusionsBackground and Purpose. This project is based upon a high pressure manure separator that was developed and built in former projects. One of the results from these projects was that the high pressure piston separator could be used as a refuse separator by changing the operation parameters. The purpose of this project is to investigate the separation efficiency of the existing hydraulic piston at operation parameters relevant for commercial operation of piston waste separators. The objective formulated in the original application sent to the Danish Environmental Protection Agency states: The waste separation process should result in a maximum of 25 % reject(weight percent), while the separated biomass delivered to the anaerobic digestion should not contain more than 0,1 % contaminants. In this project the following technical parameters have been investigated listed in the order, they are considered important for the optimisation of the separator.
Technical results In this project 4 separation chambers have been built and tested:3 chambers with slots, 1 mm, 0,6 mm and 0,25 mm; and, one chamber with holes. Furthermore a low pressure screw separator has been designed and built in order to remove the potentially remaining plastic in the biomass.
These reject percentages are obtained with separation piston pressures from 200-450 bar. The energy consumption for a piston separation process is approx. 10-20 kWh pr. ton refuse. The lifetime for a separation chamber with slots is expected to be 100-500 hours. The lifetime for an optimised hole chamber is expected to be over 1000 hours. A one stage piston separator can deliver 80-90 % of the total biogas potential in the incoming refuse into the biomass fraction.
These plastic concentrations have been derived from refuse of highly variable composition and quality. The hole chamber will remove 70-85 % of the thin plastic bags. All other types of plastic are completely removed. The chemical analyses from DTU of potential environmentally damaging fractions and emissions show levels adequately below all thresholds and thus in accordance with current legislation. However, the visible amount of plastic (of about 0,1-0,3 %) appears not to be acceptable to the end-users, the farmers. Subsequently, a two- step unitincluding a screw separator has been constructed and tested in order to remove all visible plastic from the biomass treated in the high pressure piston unit. An optimised second stage separator will be able to deliver 80-90 % of the biogas potential in the biomass fraction from the piston separator. Thus 70-80 % of the total biogas potential of the initial refuse can be found in biomass treated in the two stage process. This fraction contains no or very little plastic. The energy consumption of a 2 stage separator will be approx. 15-30 kWh pr. ton of refuse. Conclusion Based on the trials on the fourth chamber and the two-step separation process the results are in accordance with the targets set for total reject percentage and the quality of the biomass for anaerobic digestion. However, for AFAV refuse it will be necessary to eliminate garden refuse and diapers which today are included in the refuse fraction separated. The trials on the different chambers have shown that the original slot chamber must be altered due to durability problems. Trials made on a chamber with drilled holes have demonstrated satisfactory durability of this chamber. The potential for up-scaling the plant is believed to be minimally 10.000 tons waste/year/unit.
Refuse collected in biodegradable paper or plastic bags will, even if low plastic threshold values are required, enable use of a one-stage separation technique. If traditional thin plastic bags are used, and visible plastic is a concern, a 2-stage process will normally be required.
|