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                       The Sanitary Landfill                                                       343
                       10.7 THE BIOREACTOR LANDFILL
                       When MSW is deposited in a conventional Subtitle D landfill, certain events such as partial waste
                       decomposition, gas production, leachate generation, and stabilization inevitably occur. Recent
                       investigations (Rathje and Murphy, 1992) involving core sampling of sanitary landfills have
                       revealed that wastes do not degrade significantly even after many decades, resulting in labels such
                       as ‘dry tombs’ for these systems.
                          An innovative approach to MSW disposal, which actually encourages rapid MSW decomposi-
                       tion and speeds stabilization, is the bioreactor landfill. The enhanced waste degradation and stabi-
                       lization carried out by the indigenous microbial populations within the waste is accomplished
                       through the addition of liquid (typically leachate) and air. The enhanced microbiological processes
                       within a bioreactor can transform and stabilize the decomposable organic waste within 5 to 10 years
                       of implementation, compared with many decades for conventional Subtitle D landfills where wastes
                       are essentially sealed off from air and moisture.
                          To date, there is still disagreement among scientists and engineers as to the precise definition
                       of a bioreactor landfill. The Solid Waste Association of North America (SWANA, 2001) has defined
                       a bioreactor landfill as:
                         any permitted Subtitle D landfill or landfill cell, subject to New Source Performance Standards/Emissions
                         Guidelines, where liquid or air, in addition to leachate and landfill gas condensate, is injected in a con-
                         trolled fashion into the waste mass in order to accelerate or enhance biostabilization of the waste.

                          Bioreactor landfill technology has been in use for over a century. The concept originates from
                       the systematic treatment of urban wastewater that began in the late 1800s. Bioreactor landfills can be
                       conceptualized as an extension of anaerobic and aerobic digestion at wastewater treatment plants.
                          Three general types of bioreactor landfill configurations are currently in use (U.S. EPA, 2003)
                       and are outlined below.


                       10.7.1 ANAEROBIC BIOREACTORS
                       Landfill degradation of MSW frequently is rate-limited by insufficient moisture (Campman and
                       Yates, 2002). The average landfilled MSW has a moisture content from 15 to 40%, depending on
                       the composition of the wastes, season of the year, and weather conditions (Emcon Associates, 1980;
                       Tchobanoglous et al., 1993; Kiely, 1997). However, maximum methane production in landfills
                       occurs at a moisture content of 60 to 80% wet weight (Farquhar and Rovers, 1973), suggesting that
                       most landfills are well below the optimum moisture content for methane production.
                          In an anaerobic bioreactor landfill, moisture is added to the waste mass uniformly in the form
                       of recirculated leachate, local water, or other sources to obtain optimal moisture levels. Liquid is
                       injected into the waste via horizontal trenches, vertical wells, surface infiltration ponds, spraying,
                       and prewetting of waste (Figure 10.31). Methods of liquid addition are addressed in detail by
                       Reinhart and Townsend (1998). Biodegradation occurs under anaerobic conditions and produces
                       landfill gas, primarily methane and carbon dioxide, in approximately equal proportions.
                          Anaerobic bioreactor landfills require careful monitoring at startup. If the waste is wetted too
                       rapidly, a buildup of volatile organic acids might lower leachate pH, inhibiting the methane-pro-
                       ducing bacterial population and reducing biodegradation rate. Optimal conditions for methanogenic
                       bacteria include a pH near the neutral point. Leachate parameters such as pH, volatile organic acids,
                       and alkalinity and gas parameters such as methane content are direct indicators of the activity of the
                       methanogenic bacterial population. A high-volatile organic acids to alkalinity ratio ( 0.25) indi-
                       cates that the leachate might possess a low buffering capacity and conditions could inhibit methane
                       generation (Campman and Yates, 2002).
                          When the methane content of the landfill gas exceeds approximately 40%, the methanogenic
                       bacterial populations are considered established. A decrease in the methane gas content below 40%
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