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System Specifications
Cover materials, gas collection system design, structural parameters, and biogas composition data. Based on 500+ covered lagoon digester installations across 25+ states.
Material properties and performance characteristics for the three primary cover types.
Standard gas collection infrastructure for covered lagoon digester systems.
| Parameter | Specification |
|---|---|
| Collection Pipe Material | HDPE (perforated) |
| Collection Pipe Diameter | 4-6 in (100-150 mm) |
| Pipe Spacing | 20-40 ft (6-12 m) on center |
| Perforation Size | 3/8-1/2 in (10-13 mm) diameter holes |
| Perforation Spacing | 6-12 in (150-300 mm) on center |
| Main Header Pipe | 6-12 in (150-300 mm) HDPE, solid wall |
| Condensate Trap Spacing | Every 100-200 ft (30-60 m) |
| Condensate Trap Type | Gravity drip leg with manual or auto drain |
| Operating Pressure (under cover) | 0.5-2.0 in WC (0.12-0.50 kPa) |
| Maximum Operating Pressure | 6.0 in WC (1.49 kPa) with relief valve |
| Gas Flow Rate (typical) | 50-500 CFM per lagoon (varies by loading) |
| Flame Arrestor | In-line, detonation-rated, stainless steel element |
| Sediment/Moisture Trap | Pre-flare knockout drum or inline separator |
Engineering design criteria for cover systems. All designs per ASCE 7 and site-specific geotechnical data.
| Parameter | Value / Range | Notes |
|---|---|---|
| Wind Load Design | ASCE 7, 90-150 mph 3-second gust (site-specific) | Risk Category II-III typical for agricultural; Category III-IV for municipal |
| Snow Load Design | ASCE 7 ground snow load, 20-80 psf (site-specific) | Cover geometry and drainage design prevent accumulation beyond design load |
| Gas Pressure (operating) | 0.5-2.0 in WC (0.12-0.50 kPa) | Maintained by blower/flare system; relief valve at 6.0 in WC max |
| Cover Inflation Pressure | 0.25-1.0 in WC above atmospheric | Sufficient to prevent cover contact with liquid surface |
| Rainwater Load | Design for 25-year, 24-hour storm event | Submersible pumps or gravity drainage channels; ponding analysis required |
| Seismic Design | ASCE 7 seismic design category (site-specific) | Anchoring and freeboard calculations per site seismicity |
| Temperature Range | -40°F to 160°F (-40°C to 71°C) | HDPE; XR-5 rated to -60°F to 175°F |
| Freeboard (minimum) | 2-4 ft (0.6-1.2 m) above maximum liquid level | Prevents liquid contact with cover underside during peak loading |
| Anchor Trench | 2 ft wide x 2 ft deep minimum | Compacted backfill; concrete deadman anchors in high-wind zones |
| Safety Factor (wind uplift) | 1.5-2.0x design wind load | Per engineer of record; accounts for fatigue and long-term creep |
Typical biogas composition from covered lagoon digesters. Values vary by feedstock, temperature, hydraulic retention time, and organic loading rate.
| Component | Range | Typical | Notes |
|---|---|---|---|
| Methane (CH₄) | 55-70% | 60% | Primary energy component; varies by feedstock and temperature |
| Carbon Dioxide (CO₂) | 30-45% | 38% | Inert diluent; higher in underloaded or cold digesters |
| Hydrogen Sulfide (H₂S) | 100-3,000+ ppm | 1,000-2,000 ppm | Corrosive; dairy 1,000-3,000 ppm; food processing 100-500 ppm |
| Ammonia (NH₃) | 10-200 ppm | 50-100 ppm | Higher in high-nitrogen feedstocks (poultry, food waste) |
| Water Vapor | Saturated | 100% RH | At gas temperature; condensate management required |
| Nitrogen (N₂) | 0-5% | <1% | Indicates air intrusion; monitor for safety (explosive range) |
| Oxygen (O₂) | 0-1% | <0.5% | Should be minimized; indicates cover leak or air intrusion |
| Siloxanes | 0-50 mg/m³ | <5 mg/m³ | Higher in municipal/industrial; problematic for engines |
Biogas composition should be verified by field sampling for each project. H\u2082S levels above 500 ppm typically require treatment (O\u2082 injection or scrubbing) before utilization equipment.
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