4.3 Environmental Engineering
Key Takeaways
- Biochemical Oxygen Demand (BOD) measures organic pollution; dissolved oxygen (DO) saturation in fresh water is ≈ 9 mg/L at 20°C and neutral pH = 7.
- A mass balance is Accumulation = Inflow − Outflow + Generation; at steady state with no reaction, mass in = mass out.
- Drinking-water treatment train: coagulation → flocculation → sedimentation → filtration → disinfection (the EPA SDWA framework).
- The U.S. EPA total coliform / E. coli MCL for drinking water is effectively zero detectable organisms (Maximum Contaminant Level).
- The six EPA criteria air pollutants (NAAQS) are CO, Pb, NO₂, O₃, SO₂, and particulate matter (PM₁₀ / PM₂.₅).
Scope on the Exam
Environmental Engineering contributes about 5–8 questions to FE Civil. It blends conceptual public-health knowledge with mass-balance calculations. The NCEES FE Reference Handbook Environmental Engineering chapter contains the treatment-process equations, water-quality definitions, and air-quality standards you will need.
Water Quality Parameters
| Parameter | What it measures | Typical reference value |
|---|---|---|
| BOD (Biochemical Oxygen Demand) | oxygen consumed degrading organics | 5-day BOD₅ test at 20°C |
| COD (Chemical Oxygen Demand) | total oxidizable matter | always ≥ BOD |
| DO (Dissolved Oxygen) | free O₂ in water | ≈ 9 mg/L saturated at 20°C |
| pH | acidity / alkalinity | 6.5–8.5 desirable; 7 = neutral |
| Turbidity | suspended particle clarity | < 1 NTU treated water goal |
BOD is the headline organic-pollution indicator; high BOD depletes DO and harms aquatic life. The first-order BOD model is BOD_t = L₀(1 − e^(−kt)), where L₀ is the ultimate BOD.
Mass Balance — The Core Tool
The general mass-balance statement around a control volume is:
Accumulation = Inflow − Outflow + Generation − Consumption
At steady state with no reaction, mass in = mass out. A common exam form is a blending/dilution problem: Q₁C₁ + Q₂C₂ = (Q₁ + Q₂)C_mix. Always carry mass-flow units (e.g., mg/L × m³/s → kg/day with the proper conversion).
Drinking-Water Treatment Train
Conventional surface-water treatment under the Safe Drinking Water Act (SDWA) follows a fixed sequence:
Treatment-Process Order
The unit processes always run in this order — a frequent exam recall item:
- Coagulation — add alum/ferric to destabilize colloids
- Flocculation — gentle mixing builds settleable floc
- Sedimentation — gravity removes floc (overflow rate = Q/A_surface)
- Filtration — removes residual particles/turbidity
- Disinfection — chlorine, chloramine, UV, or ozone inactivates pathogens
Wastewater treatment adds preliminary screening/grit removal, primary sedimentation, secondary biological treatment (activated sludge, trickling filter — removes BOD), and optional tertiary nutrient removal before disinfection and discharge.
EPA Drinking-Water Standards
The EPA sets Maximum Contaminant Levels (MCLs) under the SDWA. Microbiological standards target effectively zero detectable total coliform / E. coli. Primary standards protect health (e.g., lead action level, nitrate, disinfection byproducts); secondary standards address aesthetics (taste, odor, color).
Air Quality Basics
Under the Clean Air Act, the EPA defines National Ambient Air Quality Standards (NAAQS) for six criteria pollutants: carbon monoxide (CO), lead (Pb), nitrogen dioxide (NO₂), ozone (O₃), sulfur dioxide (SO₂), and particulate matter (PM₁₀ and PM₂.₅). Ground-level ozone is a secondary pollutant formed from NO_x and volatile organic compounds in sunlight.
Solid and Hazardous Waste
Municipal solid waste (MSW) is managed by the hierarchy: source reduction → recycling/composting → energy recovery → landfilling. Engineered sanitary landfills use liners and leachate collection. Hazardous waste is regulated under the Resource Conservation and Recovery Act (RCRA) by the characteristics ignitability, corrosivity, reactivity, and toxicity (cradle-to-grave tracking).
A stream carries 0.5 m³/s at a BOD of 2 mg/L. A treated effluent discharges 0.1 m³/s at a BOD of 30 mg/L. Assuming complete mixing and no reaction, the mixed-stream BOD is closest to:
In a conventional surface-water treatment plant, which sequence of unit processes is correct?
Which of the following is NOT one of the six EPA NAAQS criteria air pollutants?