IS 15412

: 2004

Municipal Solid Waste Management - Guidelines for biomethanation plants

CurrentSpecializedGuidelinesBIMEnvironmental · Environmental and Sanitation
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This standard provides guidelines for the planning, design, construction, operation, and maintenance of biomethanation plants for processing the organic fraction of municipal solid waste (MSW). It covers aspects from site selection and waste characterization to process technology, plant components, and quality control of outputs like biogas and digestate.

Provides guidelines for the design, operation, and maintenance of biomethanation plants for processing municipal solid waste.

Quick Reference Values
Optimal C/N Ratio for Feedstock25:1 to 30:1
Mesophilic Digestion Temperature30-40 °C
Thermophilic Digestion Temperature50-60 °C
Optimal pH Range for Digestion6.8 to 7.2
Expected Methane (CH4) Content in Biogas55-70 %
Expected Hydrogen Sulphide (H2S) Content1000-3000 ppm
Typical Hydraulic Retention Time (HRT)20-30 days
Key Formulas
Digester Volume (V) = Q × HRT (where Q = daily influent flow rate, HRT = Hydraulic Retention Time)
Biogas Yield (m³/day) = VS_fed (kg/day) × Specific Gas Yield (m³/kg VS)
Organic Loading Rate (OLR) = Mass of Volatile Solids fed per day (kg VS/day) / Volume of Digester (m³)
Practical Notes
The economic viability and operational stability of the plant are highly dependent on achieving a high degree of waste segregation at the source to minimize inert and inorganic contaminants in the feedstock.
Control of the Carbon-to-Nitrogen (C/N) ratio is critical for stable digestion; this may require co-digesting MSW with other nitrogen-rich wastes like sewage sludge or animal manure.
Biogas produced contains corrosive Hydrogen Sulphide (H2S), which must be scrubbed or removed before the gas is used in engines or upgraded to bio-CNG to prevent equipment damage and meet quality norms.