22-Agric-B11 Principles of Waste Management · December 2017
Question 4 of 5: In-Vessel Composting of Cattle-Farm Waste
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 4: In-Vessel Composting of Cattle-Farm Waste (25 marks)
Check: not supplied by the exam and fixed here as typical design assumptions — target composting C:N ratio = 25:1 (mid-point of the standard 25–30:1 range) and target moisture content in the 50–60% range (Rynk, NRAES-54); aerobic O2/air demand computed as the theoretical (100% conversion) stoichiometric requirement.
Find. Ash-free empirical chemical formula; a suitable amendment strategy; total (theoretical) air requirement; maximum volume reduction.
Approach. Convert the elemental mass data to moles for the empirical formula, use the raw mass ratio of carbon to nitrogen (a separate, standard composting parameter) together with the waste's moisture content to diagnose and quantify an amendment need, then scale the elemental data to the actual ash-free organic mass and apply an aerobic stoichiometric oxidation balance to estimate air demand and the maximum theoretical volume reduction.
Ash-free empirical chemical formula. Converting each relative mass to moles ($n_i=m_i/MW_i$): C $=120/12=10$, H $=17/1=17$, O $=100/16=6.25$, N $=8/14=0.571$, P $=2/31=0.065$. Normalizing to N = 1 (the standard composting-formula convention), $$\boxed{\text{C}_{17.5}\text{H}_{29.8}\text{O}_{10.9}\text{N}\ \text{P}_{0.11}}$$
Raw feedstock C:N ratio and moisture. The composting C:N ratio is a MASS ratio (distinct from the mole-basis empirical formula above); since the table's relative units are already mass units, $$C{:}N = 120/8 = \boxed{15{:}1}$$ well below the ideal composting range of 25–30:1, so the feedstock is nitrogen-rich. Moisture content follows from the dry-solids fraction: $$MC = 1-0.25 = \boxed{75\%}$$ far above the ideal 50–60% active-composting range, so the feedstock is also too wet.
Amendment quantity to correct both parameters. Both defects point to the same fix: a high-carbon, low-moisture bulking agent. Using typical wheat-straw properties (%N = 0.67%, C:N = 80 ⇒ %C = 80×0.67% = 53.6%) and the waste's own %C = 2,308/5,000 = 46.2%, %N = 153.8/5,000 = 3.08% of total dry solids (scaling the table to the actual 4,750 kg organic mass), solving the dry-mass mixing balance for a target blended C:N = 25 $$\frac{0.462+0.536\,x}{0.0308+0.0067\,x}=25 \;\Rightarrow\; x=\boxed{0.83\ \text{kg dry straw per kg dry waste}}$$ Scaled to the whole batch, $5{,}000\times0.83\approx\boxed{4{,}170\ \text{kg dry straw}}$ ($\approx$4,910 kg wet straw at 15% MC) is needed. Checking the resulting moisture (4 kg wet waste per kg dry waste at 75% MC, blended with wet straw at 15% MC) gives $MC_{mix}\approx63\%$ — a substantial improvement from 75%, though still slightly above the 50–60% ideal, so continued mechanical turning and pile porosity remain the practical levers for the remaining gap.
Total air requirement. Scaling the table (basis mass 120+17+100+8+2=247) to the actual 4,750 kg organic mass gives a scale factor $4{,}750/247=19.23$, so actual masses are C = 2,308 kg, H = 327 kg, O = 1,923 kg, N = 154 kg. The aerobic stoichiometric oxidation of $C_aH_bO_cN_d$ is $$C_aH_bO_cN_d+\left(a+\tfrac{b}{4}-\tfrac{c}{2}-\tfrac{3d}{4}\right)O_2 \rightarrow a\,CO_2+\tfrac{b-3d}{2}H_2O+d\,NH_3$$ Converting the scaled masses to moles and substituting gives $x_{O_2}\approx205{,}700\ \text{mol} = 6{,}583\ \text{kg O}_2$. At air's 23.2% O2 mass fraction and an air density of 1.2 kg/m³, $$m_{air}=6{,}583/0.232=28{,}373\ \text{kg} \;\Rightarrow\; V_{air}=28{,}373/1.2=\boxed{23{,}640\ \text{m}^3}$$ (a mass-balance check confirms the CO2+NH3+H2O product mass equals the organic input plus this O2 mass, within rounding.)
Maximum volume reduction. The theoretical maximum occurs at 100% oxidation of the ash-free organic fraction, i.e. all 4,750 kg of volatile solids converts to gas, leaving only the 250 kg ash behind — a maximum mass loss of $4{,}750/5{,}000=\boxed{95\%}$ of total dry solids. Assuming roughly constant compost bulk density (no other data given), this corresponds to a maximum theoretical volume reduction on the same order (≈95%); real composting typically destroys only 40–60% of volatile solids, so a realistic field volume reduction is considerably lower, on the order of 40–60% of the 95% volatile fraction (≈38–57%).
Quantity
Result
Ash-free organic mass
4,750 kg
Ash-free empirical formula
C17.5H29.8O10.9NP0.11
Raw feedstock C:N ratio
15:1 (target 25–30:1)
Raw feedstock moisture
75% (target 50–60%)
Straw amendment needed
≈0.83 kg dry straw/kg dry waste (≈4,170 kg dry straw total)