March-April 2007

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Modern Sanitary Landfills

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By William DeBord

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The United States Army is generally credited with being the inventor, during World War II, of the modern sanitary landfill. Historically, large armies encamped for extended periods of time had alarmingly high casualty rates (even when compared to combat troops) due to poor sanitation. The US Army addressed the issue by designating sites, remote from where the troops lived, as “dump sites” to which waste was transported, dumped, spread out, and covered with earth. A lot has changed since then.

It is the nature of gradual change that there appears to be no change at all. We still take our waste away from the urban centers to a remote site where it is dumped, spread, and covered with earth—or at least that’s how we dispose of 57% of the waste we create in North America. It may sound similar to Army practices during World War II—and from a distance it may even look similar, though the differences are profound.

Many factors contribute to successful landfill management: the geological make-up of a site, landfill design, liner technology, type of waste, and water content, to name a few. But one of the more common misperceptions is the general idea that solid waste management is a simple, low-tech, unskilled industry. In reality nothing could be further from the truth.

There are many issues to be resolved in running an efficient, modern sanitary landfill.

This article deals with four of them:

  • The importance of achieving high waste-compaction densities
  • The vital role management plays in running a modern sanitary landfill
  • Using technology tools to achieve business/environmental requirements
  • Choosing the best equipment to accomplish the task

High Densities
Achieving high waste-compaction densities is fundamental to managing a modern sanitary landfill. High compaction density is the means by which the owner maximizes the return on infrastructure investment, which is a fixed cost. The incremental operating costs of achieving high densities are small relative to the additional volume and revenue the site can accommodate. Good compaction improves safety by providing a stable surface upon which the machinery and people work. A dense waste mass also reduces the major nuisance factors of vectors (rodents), odor, blowing paper, and surface water contamination. The “how-tos” of achieving high compaction densities luckily are few and straightforward:

The “onionskin” approach—Spreading the waste in thin layers improves the crushing action of the compactor and permits increased machine travel speeds due to reduced rolling resistance. Studies have demonstrated up to an 8% increase in machine coverage on a 2-foot layer versus a 3-foot layer. Thin layers benefit the site operator in four direct ways:

  • Better fuel efficiency because of less rolling resistance
  • Less downtime and lower maintenance expense
  • Greater productivity through higher travel speeds
  • Reduced underbody wear on the compactor

Multiple compactor passes—Waste becomes compacted when a force (the weight and motion of the landfill compactor) moves over it, crushing out the air voids, shredding the material, and binding it to other waste. By running over the waste in one direction (one machine pass) and returning along the same tracks (a second machine pass), waste rebound is reduced as the structure of the waste breaks down. Studies have shown that three to five landfill compactor passes are required to break down the structure of North American waste.

Operating the landfill compactor in straight-line passes is a good practice because it’s easier to keep track of where the machine has already been and it reduces the likelihood of wheel spin. Wheel spin occurs most often when the compactor is turning, trying to gain traction. As a wheel spins it fluffs up the waste, defeating the desired compaction results.

Operating in patterns—To achieve uniform compaction, operators should run the machines in a structured “pattern,” which is defined as a “set sequence of operations.” This set sequence, either individually or as part of a multiple machine system, should cover the entire area before a new layer is added. Start compacting on one side of the working face—the left side, let’s say—making one machine pass straight forward and a second straight back, moving over one wheel width and going straight forward and reverse, then moving over one more wheel width and repeating this process until you reach the right side of the working face. This technique ensures total coverage of the waste layer (except the first two wheel widths) with four machine passes. It’s an easy method to keep track of where you’ve been, and it avoids making deep wheel ruts that could cause the machine underbelly to drag.

This type of organized approach reduces confusion and cycle times while yielding more complete compaction and fewer soft spots. Soft spots are a bad thing for a number of reasons: They are a safety hazard for machinery; they rob the landfill of airspace; and they cause differential settling later on.

It is particularly bothersome to take on these additional expenses at a time when the site is generating no revenue.

Compactor wheels and cleats—The work of a landfill compactor is achieved by repeatedly running over the waste, allowing the cleats on the wheels to rip up, tear, and shred the waste mass, making it more homogeneous in size. The cleats serve three primary functions: They provide traction to power the machine through the waste; they apply a tearing/ripping action to the waste; and they provide side=slope stability to the machine. It is the weight of the landfill compactor that crushes out the airspaces and fills the voids, making the waste mass denser.

When it comes to selecting landfill compactor wheels and cleats, it helps to remember a couple of things.

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One is that the cleats are on the wheel so the compactor can get traction and power through the waste underfoot. It is the weight and technology of the machine and repetitive passes that cause the waste to become dense, not cleat penetrations. Therefore, the cleats should be patterned on the wheel to provide traction but spaced far enough apart so as not to clog and lose traction.

And, often, there are large cleat holes on the final layer of waste. Many site operators are instructing their tractor operators to make one final pass over the compacted waste to “track it in” before applying cover. The tractor’s final pass will fill in the cleat holes, smoothing out the top surface, helping to minimize the amount of cover materials used. Next Page >

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