Sewerage Flow in Environmental Engineering for JE Exam | Complete Concept + MCQs

 




1. Concept Explanation (Exam-Focused)

Sewerage Flow is the quantity of wastewater flowing in a sewer system per day, originating mainly from water supplied to the population.

In SSC JE / RRB JE, questions are highly numerical and test:

  • Relation between water demand and sewage flow
  • Peak factor application
  • Components like infiltration & inflow

📌 Golden Exam Concept:

Sewerage flow ≈ 70–85% of water demand


Components of Sewerage Flow

  1. Domestic Sewage – From residential water use
  2. Industrial Sewage – Depends on industry type
  3. Infiltration – Groundwater entering sewers
  4. Inflow – Rainwater entering through manholes

⚠ Trap: Infiltration ≠ Inflow (frequently asked)


2. Important Formulas (Highly Repeated)

1️⃣ Average Sewage Flow



Where:
= Sewage flow (MLD)
= Water demand (MLD)


2️⃣ Per Capita Sewage Flow



Where:
= Per capita water demand (LPCD)


3️⃣ Maximum Sewage Flow



Where:
Peak factor


4️⃣ Minimum Sewage Flow



🧠 Mnemonic Trick:
“Water × 0.8 → Sewage → × Peak”


3. Short Notes / One-Liners (Last-Day Revision)

✔ Sewage flow is always less than water demand
✔ Design of sewers is based on maximum flow
✔ Infiltration is unavoidable
✔ Inflow can be controlled by proper design
✔ Peak sewage flow occurs morning & evening


4. PYQ Patterns (SSC JE / RRB JE)

🔹 Conversion of LPCD → MLD
🔹 Applying 0.8 factor directly
🔹 MCQs on difference between infiltration & inflow
🔹 Peak factor misuse (2 vs 3)

⚠ Typical Trap:
Students use fire demand in sewage calculations (❌)


5. Solved Examples

Example 1 (Numerical – SSC JE Level)

Population = 40,000
Water demand = 135 LPCD




✅ Answer: Average sewage flow = 4.32 MLD


Example 2 (Maximum Sewage Flow)

Peak factor = 2.5




6. MCQs (Exam Level – 30 Questions)

1. Sewerage flow is approximately what % of water supply?

A) 50%
B) 60%
C) 70–85%
D) 100%
✅ Ans: C


2. Which component adds groundwater to sewers?

A) Inflow
B) Leakage
C) Infiltration
D) Runoff
✅ Ans: C


3. Fire demand contributes to sewerage flow:

A) Fully
B) Partially
C) Indirectly
D) Not at all
✅ Ans: D


4. Peak factor for sewer design is generally taken as:

A) 1
B) 1.5
C) 2–3
D) 5
✅ Ans: C


5. Minimum sewage flow is about:

A) Equal to average
B) Half of average
C) Double of average
D) Zero
✅ Ans: B


6. Inflow mainly enters through:

A) Pipes
B) Soil
C) Manholes
D) Pumps
✅ Ans: C


7. If per capita water demand is 150 LPCD, per capita sewage flow is:

A) 150
B) 120
C) 100
D) 80
✅ Ans: B


8. Sewers are designed for:

A) Average flow
B) Minimum flow
C) Maximum flow
D) Fire flow
✅ Ans: C


9. Which is TRUE?

A) Sewage flow > water demand
B) Inflow is unavoidable
C) Infiltration is unavoidable
D) Peak factor < 1
✅ Ans: C

10. Average sewage flow is generally taken as what fraction of water supply?

A) 0.5
B) 0.6
C) 0.8
D) 1.0
✅ Answer: C
📝 Explanation: 70–85% ≈ 0.8 × water demand


11. Which of the following DOES NOT contribute to sewage flow?

A) Domestic water use
B) Industrial wastewater
C) Fire demand
D) Infiltration
✅ Answer: C
📝 Trap: Fire demand never enters sewers


12. If per capita water demand is 135 LPCD, per capita sewage flow is approximately:

A) 90 LPCD
B) 100 LPCD
C) 108 LPCD
D) 135 LPCD
✅ Answer: C
📝 Calculation: 0.8 × 135 = 108 LPCD


13. Peak sewage flow usually occurs during:

A) Midnight
B) Early morning & evening
C) Noon only
D) Night only
✅ Answer: B


14. Infiltration in sewers is mainly due to:

A) Rainwater runoff
B) Leakage from water mains
C) Groundwater entry
D) Industrial discharge
✅ Answer: C


15. Inflow differs from infiltration because inflow is:

A) Groundwater
B) Continuous
C) Rain-dependent
D) Unavoidable
✅ Answer: C


16. Which factor is used to obtain maximum sewage flow?

A) Fire factor
B) Peak factor
C) Safety factor
D) Return factor
✅ Answer: B


17. Typical value of peak factor for sewer design is:

A) 1–1.5
B) 1.5–2
C) 2–3
D) 4–5
✅ Answer: C


18. A town has population 25,000 and water demand 135 LPCD. Average sewage flow is:

A) 2.7 MLD
B) 3.0 MLD
C) 3.375 MLD
D) 4.0 MLD
✅ Answer: A
📝 Calculation:
Water = 25,000 × 135 = 3.375 MLD
Sewage = 0.8 × 3.375 = 2.7 MLD


19. Minimum sewage flow is approximately:

A) Equal to average
B) 0.75 × average
C) 0.5 × average
D) Zero
✅ Answer: C


20. Sewer design capacity is based on:

A) Average flow
B) Minimum flow
C) Maximum flow
D) Fire flow
✅ Answer: C


21. Which statement is TRUE?

A) Sewage flow > water demand
B) Inflow is unavoidable
C) Infiltration is unavoidable
D) Peak factor < 1
✅ Answer: C


22. Industrial sewage contribution mainly depends on:

A) Population
B) Climate
C) Type of industry
D) Rainfall
✅ Answer: C


23. If average sewage flow is 5 MLD and peak factor is 3, maximum flow is:

A) 5 MLD
B) 7.5 MLD
C) 10 MLD
D) 15 MLD
✅ Answer: D


24. Which component can be reduced by proper sewer maintenance?

A) Domestic sewage
B) Industrial sewage
C) Infiltration
D) Inflow
✅ Answer: D
📝 Explanation: Inflow can be controlled; infiltration is unavoidable


25. Sewage flow calculations generally exclude:

A) Industrial wastewater
B) Domestic sewage
C) Fire demand
D) Infiltration
✅ Answer: C


26. If water demand is 10 MLD, sewage flow will MOST LIKELY be:

A) 5 MLD
B) 6 MLD
C) 8 MLD
D) 10 MLD
✅ Answer: C


27. Unit commonly used for sewage flow in design calculations is:

A) LPCD
B) L/min
C) MLD
D) m³/s
✅ Answer: C


28. Peak factor depends mainly on:

A) Rainfall
B) Population size
C) Pipe diameter
D) Soil type
✅ Answer: B


29. Which statement is INCORRECT?

A) Sewage flow is less than water supply
B) Fire demand contributes to sewage
C) Infiltration adds extra flow
D) Peak factor > 1
✅ Answer: B


30. For small towns, peak factor is generally:

A) Lower
B) Zero
C) Higher
D) Equal to 1
✅ Answer: C
📝 Explanation: Smaller population → higher variation → higher peak factor


Last-Minute JE Memory Trick 🧠

“Sewage = Water × 0.8 | Design = Max Flow | Fire = ZERO | Infiltration stays”

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