Step-by-step solved example
L0 = 250 mg/L, k = 0.23 d⁻¹ (e-base). BOD5?
1. Exerted
y5 = 250(1 − e^{−0.23×5}) = 250(1 − e^{−1.15}) = 250(1 − 0.317) = 171 mg/L.
Answer: 171 mg/L
L0 = 250 mg/L, k = 0.23 d⁻¹ (e-base). BOD5?
1. Exerted
y5 = 250(1 − e^{−0.23×5}) = 250(1 − e^{−1.15}) = 250(1 − 0.317) = 171 mg/L.
Answer: 171 mg/L
1.If k → ∞, BOD5 approaches
2.Remaining ultimate BOD after time t is
3.Typical municipal untreated wastewater BOD5 is on the order of
4.COD is typically
5.DO saturation in fresh water at 20°C is about
6.Streeter–Phelps models
7.k_20 = 0.20 d⁻¹, θ = 1.047, T = 30°C. k_30 ≈
8.NBOD is associated with
9.L0 = 200, k = 0.1 d⁻¹. Remaining at t = 5 d is
10.A BOD bottle with dilution still computes y using