Biostabilization of mechanically separated municipal solid waste fraction

Municipal solid waste was processed by a mechanical-biological end composti ng process both in pilot and full-scale plants. The organic fraction obtain ed by mechanical treatment (fraction --> < 50 mm) was processed at a high c omposting rate for 37 days followed by a curing phase of 79 days. Process p arameters were registered and kept in an optimal range (oxygen > 140 ml 1(- 1), temperature < 65 degrees C, moisture > 500 g kg(-1) w.w.). After the hi gh-rate phase, the products obtained showed a high degradation coefficient and good biological stability (Delta VS = - 54.75% and -35.35%, DRI = 300 a nd 500 mg O-2 kg(-1) VS h(-1), respectively, for pilot and full-scale plant s) especially for the pilot plant, indicating that it is not possible to ob tain the same performance for a full-scale plant as obtained under laborato ry conditions. Nevertheless, the successive curing phase showed less of a d iscrepancy between the two processes (Delta VS = - 66.33% and -56.87%, DRI = 280 and 360 mg O-2 kg(-1) VS h(-1), respectively, for pilot and full scal e plants). The quality of the stabilized product was tested by biogas produ ction tests. As expected, a sample processed in the pilot plant produced le ss biogas (26 1 kg TS-1) than that obtained at full scale (40 1 kg TS-1). A n unprocessed sample produced less biogas owing to the production of organi c acids, which, by lowering the pH, inhibit the generation of gas.