4.3 Landfill Engineering & Environmental Controls

Landfill Engineering & Environmental Containment

Modern Municipal Solid Waste Landfills (MSWLFs) are complex, highly engineered containment facilities designed to isolate municipal and non-hazardous industrial solid waste from the surrounding hydrologic and atmospheric environment. Unmanaged landfills pose dual severe threats: groundwater contamination from toxic leachate percolation and atmospheric releases of greenhouse gases and explosive methane. Environmental engineers designing landfills under RCRA Subtitle D regulations must integrate composite bottom liners, active leachate collection networks, final cover cap barriers, and landfill gas (LFG) extraction and energy recovery systems.

RCRA Subtitle D Composite Liner Design

To prevent leachate from reaching regional groundwater aquifers, RCRA Subtitle D (40 CFR Part 258) establishes mandatory composite bottom liner design standards. A composite liner combines two distinct hydraulic barriers installed in intimate contact:

1. Upper Flexible Membrane Liner (FML): A polymeric geomembrane. Under federal regulations, FMLs must be at least $30 \text{ mil}$ ($0.75 \text{ mm}$) thick. However, if the FML is constructed of High-Density Polyethylene (HDPE)—which is universal practice due to its high chemical resistance—the regulation mandates a minimum thickness of $60 \text{ mil}$ ($1.5 \text{ mm}$) to ensure thermal seam weld integrity.
2. Lower Compacted Clay Liner (CCL): A soil layer placed directly beneath the FML measuring at least $2 \text{ feet}$ ($60 \text{ cm}$) in compacted thickness with a saturated hydraulic conductivity ($k$) no greater than $1 \times 10^{-7} \text{ cm/s}$.

Geosynthetic Clay Liners (GCLs)—factory-manufactured bentonite clay sandwiched between geotextiles—can be approved as an engineered alternative to the $2-\text{ft}$ CCL provided equivalent hydraulic containment is proven.

Hydrologic Evaluation & Leachate Collection Systems (LCS)

Leachate is generated when precipitation percolates through waste materials, dissolving organic acids, heavy metals, and synthetic organic compounds.

Leachate Water Balance & The HELP Model

Leachate volume generation is modeled using the EPA Hydrologic Evaluation of Landfill Performance (HELP) model, based on a rigorous vertical water balance:

$L = P - R - E - \Delta S$

Where:

• $L$ = Net leachate production rate ($cm/yr$ or $m^3/ha\cdot yr$)
• $P$ = Total precipitation ($cm/yr$)
• $R$ = Surface runoff ($cm/yr$)
• $E$ = Evapotranspiration ($cm/yr$)
• $\Delta S$ = Change in moisture storage within the soil cover and waste matrix ($cm/yr$)

Until waste reaches its field capacity (maximum moisture content held against gravity, typically $20 - 35%$ on a dry weight basis), a large fraction of precipitation is stored within the waste ($

Leachate Collection System (LCS) Hydraulics

Directly above the composite liner, an LCS is installed to collect and remove leachate. Subtitle D requires that the maximum liquid head ($h_{max}$) on the bottom liner does not exceed $30 \text{ cm}$ ($1 \text{ foot}$) during normal operations.

• Drainage Layer: High-permeability granular gravel ($k \ge 1 \times 10^{-2} \text{ cm/s}$) or synthetic geonets.
• Perforated Collector Pipes: HDPE pipes laid in trenches with a minimum continuous slope of $2%$ towards a collection sump.
• Moore-Dempsey Equation: Maximum leachate head between parallel lateral drain pipes spaced distance $L_{pipe}$ apart is governed by:

$h_{max} = \frac{L_{pipe}}{2} \sqrt{\frac{q}{k_{drain}}} \left( \frac{\tan^2 \alpha}{4 \frac{q}{k_{drain}}} + 1 - \frac{\tan \alpha}{2 \sqrt{\frac{q}{q_{drain}}}} \right)$

Where $q$ is the impingement rate (leachate inflow per unit area), $k_{drain}$ is drainage layer permeability, and $\alpha$ is base slope angle.

Landfill Settlement Mechanics

Landfills undergo massive total and differential settlement over their operating and 30-year post-closure care periods. Total settlement ($S_{total}$) consists of three distinct phases:

$S_{total} = S_i + S_c + S_s$

1. Immediate Settlement ($S_i$): Occurs instantaneously as waste load is applied.
2. Primary Consolidation ($S_c$): Dissipation of pore water and air pressures, modeled using Terzaghi's consolidation theory: $S_c = C_c^* H_0 \log\left(\frac{\sigma_0' + \Delta \sigma'}{\sigma_0'}\right)$
3. Secondary Biological Compression ($S_s$): Long-term deformation caused by biological decomposition of organic waste solids over decades: $S_s = C_\alpha H_0 \log\left(\frac{t_2}{t_1}\right)$ Where $C_\alpha$ is the secondary compression index ($0.02 - 0.07$ for solid waste).

Landfill Gas (LFG) Generation & Flaring Thermodynamics

Anaerobic decomposition of organic solid waste yields Landfill Gas (LFG), composed of approximately $50%$ Methane ($CH_4$) and $50%$ Carbon Dioxide ($CO_2$), with trace Non-Methane Organic Compounds (NMOCs) and $H_2S$.

LFG Explosive Limits & Gas Kinetics

Methane poses severe explosion hazards. Its Lower Explosive Limit (LEL) in air is $5%$ by volume, and its Upper Explosive Limit (UEL) is $15%$ by volume. Subtitle D mandates continuous perimeter monitoring to ensure methane levels do not exceed $25%$ of the LEL ($1.25% \ CH_4$) in facility structures, or $100%$ LEL ($5.0% \ CH_4$) at property boundaries.

LFG generation kinetics are modeled via the EPA LandGEM model (first-order decay):

$Q_{CH4} = \sum_{i=1}^n k L_0 \left(\frac{M_i}{10}\right) e^{-k t_i}$

Where $Q_{CH4}$ is annual methane generation ($m^3/yr$), $k$ is the methane generation rate constant ($yr^{-1}$, $0.02 - 0.05 \ yr^{-1}$ in dry vs. wet climates), $L_0$ is ultimate methane generation capacity ($m^3/Mg$ waste), and $M_i$ is waste mass accepted in year $i$.

Gas Extraction & Destruction Systems

Active Gas Collection and Control Systems (GCCS) extract LFG via vertical perforated HDPE wells under vacuum pressure. Extracted gas is routed to high-efficiency combustion devices:

• Enclosed Flares: Combust LFG at $1400 - 1600^\circ F$ ($760 - 870^\circ C$) with a minimum residence time of $0.75 \text{ seconds}$ to achieve $>99%$ destruction of NMOCs.
• LFG-to-Energy (LFGTE): Cleansed LFG fuels internal combustion engines or gas turbines to generate renewable electricity.