FE Environmental cheat sheet
FE Environmental · Keep the key ideas within reach.
Environmental Engineering Fundamentals
Mass balance: accumulation = inputs − outputs ± reactions; at steady state, inputs + generation = outputs + consumption.
Ideal gas law: PV = nRT; at standard conditions (0°C, 1 atm), 1 mol occupies 22.414 L; at 25°C, 24.465 L.
Concentration units: 1 mg/L = 1 ppm (aqueous, density ≈ 1 kg/L); 1 µg/L = 1 ppb; in air, ppmv = (L contaminant/10^6 L air).
Henry's law: p = H·x or C_air = H'·C_water; H increases with temperature, decreasing solubility of gases.
Reaction kinetics: zero-order: C = C0 − kt; first-order: C = C0·e^(−kt); half-life t½ = ln2/k ≈ 0.693/k.
Stoichiometry: theoretical oxygen demand (ThOD) for C₆H₁₂O₆: 6 mol O₂ per mol glucose; use balanced equation.
Darcy's law: Q = K·i·A, where i = hydraulic gradient (Δh/ΔL), K = hydraulic conductivity, A = cross-sectional area.
Reynolds number: Re = ρVD/μ; laminar flow in pipes Re < 2,100; transitional 2,100–4,000; turbulent > 4,000.