22-Agric-B11 Principles of Waste Management · December 2017
Question 3 of 5: Anaerobic Digestion of Swine Manure
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams — 04-Agric-B11, Principles of Waste Management — December 2017. 3-hour duration, open-book exam. Answer Question 1 plus any three of Questions 2 to 5; all five questions are answered below as a complete study resource.
Reference texts: Tchobanoglous, Burton & Stensel, Metcalf & Eddy Wastewater Engineering: Treatment and Resource Recovery; MWPS-18, Livestock Waste Facilities Handbook (MidWest Plan Service); Rynk et al., On-Farm Composting Handbook (NRAES-54); Sommer & Christensen (eds.), Animal Manure Recycling: Treatment and Management; Haug, The Practical Handbook of Compost Engineering; White, Fluid Mechanics.
Question 3: Anaerobic Digestion of Swine Manure (25 marks)
Check: not supplied by the exam and fixed here as stated design assumptions — hydraulic retention time (HRT) = 20 days (typical mesophilic complete-mix range 15–20 d, MWPS-18); slurry density = 1,000 kg/m³; two identical digesters; working depth 6 m; biogas computed as the theoretical (100% conversion) Buswell yield — actual biogas will be lower once real, partial volatile-solids destruction is accounted for.
Find. Digester volume and dimensions; daily biogas production (volume and methane fraction); at least two common process upsets with mitigation.
Slurry feeds two mesophilic complete-mix digesters; the biogas produced fuels an engine-generator, with digestate leaving for land application.
Approach. Convert the dry-solids loading and slurry solids content into a slurry flow rate and size the digester volume from an assumed hydraulic retention time, then apply the Buswell stoichiometric equation to the given organic-fraction chemical formula to get the theoretical daily biogas volume and composition, and finally discuss common digester process upsets and their mitigation.
Slurry flow rate. Dry solids: $\dot m_{TS} = 10{,}000\ \text{pigs}\times1.0\ \text{kg/pig}\cdot\text{d} = 10{,}000\ \text{kg TS/d}$. At 5% solids content, $\dot m_{wet} = 10{,}000/0.05 = 200{,}000\ \text{kg/d}$, and at an assumed slurry density of 1,000 kg/m³, $$Q = \frac{200{,}000}{1{,}000} = \boxed{200\ \text{m}^3/\text{d}}$$
Digester volume and dimensions. With an assumed HRT of 20 days, $$V = Q\times\text{HRT} = 200\times20 = 4{,}000\ \text{m}^3$$ Split into two identical digesters, $V_{each}=2{,}000\ \text{m}^3$; at an assumed working depth of 6 m, plan area $A=2{,}000/6=333.3\ \text{m}^2$, giving $$D=\sqrt{\frac{4A}{\pi}} = \boxed{20.6\ \text{m}}$$ so the design is two cylindrical digesters, each 20.6 m diameter × 6 m working depth (2,000 m³ each).
Buswell equation for the given organic formula. For a substrate $C_nH_aO_bN_c$, the anaerobic (Buswell/Boyle) stoichiometric equation is $$C_nH_aO_bN_c + \left(n-\tfrac{a}{4}-\tfrac{b}{2}+\tfrac{3c}{4}\right)H_2O \rightarrow \left(\tfrac{n}{2}+\tfrac{a}{8}-\tfrac{b}{4}-\tfrac{3c}{8}\right)CH_4 + \left(\tfrac{n}{2}-\tfrac{a}{8}+\tfrac{b}{4}+\tfrac{3c}{8}\right)CO_2 + c\,NH_3$$ With $n=50,\ a=100,\ b=35,\ c=1$ (from C50H100O35N), $$\text{mol CH}_4 = 25+12.5-8.75-0.375=\boxed{28.375},\qquad \text{mol CO}_2 = 25-12.5+8.75+0.375=\boxed{21.625}$$ per mole of substrate consumed (plus 1 mol NH3) — a methane fraction of $28.375/50=56.8\%$ by volume, consistent with typical biogas composition.
Daily biogas volume. The substrate's molar mass is $M=50(12)+100(1)+35(16)+1(14)=1{,}274\ \text{g/mol}$. Treating all 10,000 kg/d of dry solids as this compound, $$n_{substrate} = \frac{10{,}000{,}000\ \text{g/d}}{1{,}274\ \text{g/mol}} = 7{,}849\ \text{mol/d}$$ Since every mole of substrate yields $(28.375+21.625)=50$ mol of total biogas (one mole of gas per carbon atom), $$n_{biogas} = 50\times7{,}849 = 392{,}465\ \text{mol/d}$$ At 22.4 L/mol (STP), $$V_{biogas} = 392{,}465\times22.4\ \text{L/mol} = \boxed{8{,}791\ \text{m}^3/\text{d}}\quad(\text{56.8\% CH}_4 \approx 4{,}989\ \text{m}^3/\text{d CH}_4)$$ This is the theoretical maximum (100% conversion); real digesters typically destroy only 40–70% of the volatile solids fed, so field biogas would be correspondingly lower.
Common process upsets and mitigation.Organic/hydraulic overload (souring): feeding faster than the methanogen population can consume the resulting volatile fatty acids (VFAs) lets VFAs accumulate, dropping pH below the stable ~6.5–7.5 range and inhibiting methanogenesis further — a self-reinforcing "sour" digester. Mitigation: introduce feed-rate changes gradually, monitor the VFA-to-alkalinity ratio routinely, and add buffering capacity (lime or sodium bicarbonate) if the ratio trends upward. Ammonia toxicity: high-nitrogen substrates (such as this swine manure) can push free (un-ionized) ammonia to levels that inhibit methanogens, especially if pH or temperature rises. Mitigation: dilute or co-digest with a lower-nitrogen substrate to keep total ammonia-N in a safe range, and hold temperature and pH stable to limit the free-ammonia fraction. A third common upset, temperature shock from an abrupt cold feed slug or heating-system failure, is mitigated by an insulated, actively heated tank with gradual (not abrupt) feed introduction.