CUET UG Biology Booster Test 2-Microbes in Sewage Treatment
📌 Answers are locked once submitted — results and explanations appear at the end.
QUESTION 1 OF 20
Evaluate the following statements about municipal waste components:
Statement 1: Municipal waste-water contains minor amounts of organic matter and microbes.
Statement 2: A major component of this waste water is human excreta.
QUESTION 2 OF 20
Because sewage contains many pathogenic microbes, what essential requirement must be met before disposing of it into natural water bodies?
QUESTION 3 OF 20
Match the target waste component with its correct physical removal technique during primary treatment:
| Column 1 | Column 2 |
|---|---|
| 1. Floating debris | P. Forms the effluent |
| 2. Soil and pebbles | Q. Sequential filtration |
| 3. Supernatant liquid | R. Forms primary sludge |
| 4. Settled solids | S. Sedimentation |
QUESTION 4 OF 20
Which of the following processes is NOT involved in the primary treatment of sewage?
QUESTION 5 OF 20
What directly differentiates primary sludge from the primary effluent?
QUESTION 6 OF 20
Arrange the pathway of the primary effluent:
1. Passed into large aeration tanks
2. Separation from primary sludge in the settling tank
3. Subjected to biological treatment
QUESTION 7 OF 20
Analyze the following regarding the aeration tank process:
I. It involves constant mechanical agitation.
II. It requires air to be pumped into the sewage.
III. It primarily supports anaerobic bacteria.
QUESTION 8 OF 20
Which of the following outcomes is NOT a direct result of air pumping in the aeration tank?
QUESTION 9 OF 20
How do fungal filaments contribute to the structure of biological flocs?
QUESTION 10 OF 20
What is the primary function of the microbes within the biological flocs as they grow?
QUESTION 11 OF 20
Which of the following statements about BOD is INCORRECT?
QUESTION 12 OF 20
Match the condition of the water sample with its corresponding BOD status:
| Column 1 | Column 2 |
|---|---|
| 1. High concentration of organic matter | P. Very high BOD |
| 2. After extensive secondary treatment | Q. Highly reduced BOD |
| 3. Pure river water | R. Very low BOD |
| 4. Untreated sewage | S. High BOD polluting potential |
QUESTION 13 OF 20
Under what condition are the bacterial 'flocs' allowed to sediment to form activated sludge?
QUESTION 14 OF 20
Which of the following statements is NOT a valid description of the inoculum used in secondary treatment?
QUESTION 15 OF 20
What happens to the remaining major part of the activated sludge inside the anaerobic sludge digesters?
QUESTION 16 OF 20
Arrange the sequence of processes leading to biogas production:
1. Bacteria produce a mixture of methane, hydrogen sulphide, and carbon dioxide.
2. Activated sludge is pumped into large anaerobic sludge digesters.
3. Anaerobic bacteria digest the bacteria and fungi in the sludge.
QUESTION 17 OF 20
QUESTION 18 OF 20
QUESTION 19 OF 20
What is the core Strategy proposed under the Ganga and Yamuna Action Plans to prevent river pollution?
QUESTION 20 OF 20
By implementing the Yamuna Action Plan, what is the expected outcome for the river ecosystem?
Test Complete!
Answer Review
1 Evaluate the following statements about municipal waste components:
Statement 1: Municipal waste-water contains minor amounts of organic matter and microbes.
Statement 2: A major component of this waste water is human excreta.
Municipal wastewater is heavily polluted with organic matter and microbes. Human excreta is the defining major component of domestic sewage. Statement 1 underestimates the pollutant load.
- Municipal wastewater, or domestic sewage, contains large—not minor—amounts of organic matter and pathogenic microbes. Statement 2 is correct because human excreta is the primary organic constituent that gives municipal sewage its high polluting potential. Therefore, Statement 1 is false and Statement 2 is true.
- Option A → Incorrect because Statement 2 is factual, not false.
- Option C → Incorrect because Statement 1 falsely labels the high pollutant load as "minor."
- Option D → Incorrect because Statement 2 is a well-established fact of sewage composition.
Used: Elimination
Application: Evaluate each statement against the NCERT definition of domestic sewage as a "major" source of pollution.
Final Logic: Once Statement 1 is identified as false, Option B becomes the only valid choice.
Sewage = MAJOR pollution (not minor).
2 Because sewage contains many pathogenic microbes, what essential requirement must be met before disposing of it into natural water bodies?
Untreated sewage causes water-borne diseases and pollution. STPs utilize microbes to reduce organic load and pathogens. Dilution is not an effective or standard treatment Strategy.
- Sewage treatment in STPs is the mandatory industrial process designed to remove organic pollutants and reduce microbial load before effluent is discharged into rivers. This prevents the spread of water-borne diseases and protects the health of natural water bodies. Other options like heating or mixing (dilution) are technically impractical or ineffective on a municipal scale.
- Option B → Large-scale heating of millions of liters of water is energy-prohibitive and impractical.
- Option C → Anaerobic digestion only treats sludge, not the entire volume of municipal wastewater.
- Option D → Dilution is "the solution to pollution" fallacy; it does not remove pathogens or organic matter.
Used: Contextual/Tonal Matching
Application: Identify the specific industrial process (STPs) described in the NCERT for this purpose.
Final Logic: STPs are the standardized environmental solution provided in the text.
Sewage Problem = STP Solution.
3 Match the target waste component with its correct physical removal technique during primary treatment:
| Column 1 | Column 2 |
|---|---|
| 1. Floating debris | P. Forms the effluent |
| 2. Soil and pebbles | Q. Sequential filtration |
| 3. Supernatant liquid | R. Forms primary sludge |
| 4. Settled solids | S. Sedimentation |
Debris = Filtration (Q). Soil/Pebbles = Sedimentation (S). Supernatant = Effluent (P). Settled solids = Sludge (R).
- Floating debris is removed by sequential filtration (1-Q). Soil and pebbles (grit) are removed via sedimentation (2-S). The supernatant liquid that remains is called the effluent (3-P). The solids that settle at the bottom constitute the primary sludge (4-R). Option C aligns these perfectly.
- Options A, B, and D mismatch the physical components with their correct process or nomenclature.
Used: Option Grouping
Application: Match the pairs you are 100% certain about (e.g., Debris=Filtration) to filter out wrong options.
Final Logic: Only Option C provides a 100% correct cross-reference.
Debris-Q, Grit-S, Effluent-P, Sludge-R.
4 Which of the following processes is NOT involved in the primary treatment of sewage?
Primary treatment is physical. Biological treatment occurs in the secondary stage. Filtration and sedimentation are physical techniques.
- Primary treatment is strictly a physical process involving filtration and sedimentation to remove solid particles. The biological breakdown of organic matter is the defining characteristic of "Secondary Treatment" (biological treatment), which occurs in the aeration tank.
- Option A → Filtration is the first physical step.
- Option B → Physical removal is the goal of primary treatment.
- Option C → Sedimentation is the physical method used for grit removal.
Used: Elimination
Application: Differentiate between Physical (Primary) and Biological (Secondary) stages.
Final Logic: Since the process is physical, the biological option is the outlier.
Primary = Physical, Secondary = Biological.
5 What directly differentiates primary sludge from the primary effluent?
Sludge = Bottom solids. Effluent = Top liquid (supernatant). This is the fundamental split in primary treatment.
- The primary settling process physically separates sewage into two parts: the dense solid waste that accumulates at the bottom (primary sludge) and the clearer liquid that stays on top (supernatant or primary effluent). Option B is the only accurate physical description of this separation.
- Option A → Effluent is not sterile; it still contains high organic loads.
- Option C → Sludge goes to digesters, while effluent goes to aeration tanks.
- Option D → Flocs are biological, whereas primary output is physical.
Used: Substitution
Application: Define the physical outputs of a settling tank as per the chapter.
Final Logic: Sludge=Solids, Effluent=Liquid.
Sludge (Solid) vs. Effluent (Liquid).
6 Arrange the pathway of the primary effluent:
1. Passed into large aeration tanks
2. Separation from primary sludge in the settling tank
3. Subjected to biological treatment
Step 1: Physical separation (2). Step 2: Transfer to aeration tank (1). Step 3: Biological process (3).
- The process begins with the physical separation of the effluent from the sludge in the primary settling tank (2). This effluent is then passed into the large aeration tanks (1), where it undergoes secondary biological treatment (3). The order 2 → 1 → 3 follows the plant workflow accurately.
- Option A → Passing into the tank cannot happen before physical separation.
- Option B → Biological treatment must follow the tank placement.
- Option C → Biological treatment cannot occur before the effluent is passed into the tank.
Used: Substitution
Application: Follow the liquid path in a Sewage Treatment Plant.
Final Logic: Separate → Transfer → Treat.
Separate → Transfer → Treat.
7 Analyze the following regarding the aeration tank process:
I. It involves constant mechanical agitation.
II. It requires air to be pumped into the sewage.
III. It primarily supports anaerobic bacteria.
Agitation and air are essential for oxygen. Oxygen supports aerobic, not anaerobic, bacteria. Statement III is false.
- Aeration tanks require constant mechanical agitation and air pumping (I and II) to maximize dissolved oxygen, which is essential for the growth of aerobic microbes. Statement III is incorrect because the aeration tank supports aerobic, not anaerobic, bacteria. Therefore, only I and II are correct.
- Option B → Includes Statement III, which is false.
- Option C → Includes Statement III, which is false.
- Option D → Includes Statement III, which is false.
Used: Elimination
Application: Eliminate all options containing Statement III (the anaerobic claim).
Final Logic: Only Option A remains after excluding the false anaerobic statement.
Aeration = Aerobic (Anti-Anaerobic).
8 Which of the following outcomes is NOT a direct result of air pumping in the aeration tank?
Methane is produced by anaerobic digestion. Methane is NOT produced in the aerobic aeration tank. Air pumping promotes aerobic processes.
- Air pumping promotes the growth of aerobic microbes (A), the formation of flocs (B), and the reduction of organic matter which decreases BOD (C). Methane production is characteristic of anaerobic sludge digesters, not the aerobic aeration tank. Thus, D is the correct answer.
- Option A → This is the primary intended result of aeration.
- Option B → Flocs are the aggregation of these aerobic microbes.
- Option C → Consuming organic matter lowers the BOD.
Used: Contextual/Tonal Matching
Application: Match the result to the specific tank type (Aerobic vs. Anaerobic).
Final Logic: Aerobic tanks do not produce methane.
Aeration = No Methane.
9 How do fungal filaments contribute to the structure of biological flocs?
Flocs are bacterial and fungal associations. They form a mesh. This mesh traps organic matter.
- Biological flocs are defined in the NCERT as masses of bacteria associated with fungal filaments to form mesh-like structures. This structure allows the microbes to effectively capture and consume organic particles in the effluent.
- Option A → Fungi do not consume the bacteria; they live symbiotically in the floc.
- Option C → Fungi do not produce oxygen; oxygen is provided by air pumping.
- Option D → Mechanical agitation is performed by the aeration tank equipment.
Used: Substitution
Application: Extract the definition of flocs from the textbook description.
Final Logic: "Mesh-like structures" is the key identifying feature.
Floc = Bacteria + Fungi (Mesh).
10 What is the primary function of the microbes within the biological flocs as they grow?
Flocs are the active biological treatment agents. They consume organic matter. This reduction in organic matter lowers the BOD.
- As the flocs grow in the aeration tank, their metabolic activity consumes the significant organic load present in the primary effluent. This biological consumption is the mechanism that reduces the BOD of the sewage water.
- Option B → Biogas is produced by anaerobic bacteria in digesters, not aerobic flocs.
- Option C → Grit is removed in primary treatment (physical).
- Option D → Primary sludge is the result of primary treatment (physical).
Used: Substitution
Application: Recall the primary goal of the "Secondary Treatment" (Biological) stage.
Final Logic: Consuming organic matter is the goal of secondary treatment.
Flocs = Organic Matter Consumers.
11 Which of the following statements about BOD is INCORRECT?
BOD stands for Biochemical Oxygen Demand. High BOD = High organic matter = High pollution. Low BOD = Low organic matter = Low pollution.
- BOD is the amount of oxygen required by aerobic microorganisms to break down organic matter in a sample of water. A higher BOD signifies a larger concentration of organic pollutants that require more oxygen for decomposition. Therefore, stating that greater BOD indicates a "lower" polluting potential is scientifically incorrect.
- Option A → This is the correct definition of how BOD is measured in laboratory conditions.
- Option C → Since microbes consume organic matter for respiration, the oxygen demand is directly proportional to the amount of organic substrate available.
- Option D → The primary goal of secondary treatment is to reduce BOD to a level safe for discharge.
Used: Elimination
Application: Identify the direct inverse relationship between BOD and polluting potential.
Final Logic: Since high BOD equals high pollution, Option B is clearly the INCORRECT statement.
High BOD = High Pollution.
12 Match the condition of the water sample with its corresponding BOD status:
| Column 1 | Column 2 |
|---|---|
| 1. High concentration of organic matter | P. Very high BOD |
| 2. After extensive secondary treatment | Q. Highly reduced BOD |
| 3. Pure river water | R. Very low BOD |
| 4. Untreated sewage | S. High BOD polluting potential |
High organic matter = High polluting potential (S). After treatment = Reduced BOD (Q). Pure water = Very low BOD (R). Untreated sewage = Very high BOD (P).
- High concentration of organic matter correlates to high polluting potential (1-S). Extensive secondary treatment effectively removes organic material, leading to a highly reduced BOD (2-Q). Pure, unpolluted river water naturally has very low BOD (3-R). Untreated sewage, being the most contaminated, has a very high BOD (4-P). Option A provides this mapping accurately.
- Options B, C, and D contain incorrect associations based on the standard BOD levels for these water types.
Used: Option Grouping
Application: Anchor the definitions (e.g., Pure water = Lowest BOD) and eliminate distractors.
Final Logic: Option A correctly reflects the gradient from raw sewage to treated or pure water.
Sewage (High) → Treated (Low) → Pure (Lowest).
13 Under what condition are the bacterial 'flocs' allowed to sediment to form activated sludge?
Aeration allows microbes to consume organic matter. BOD reduces during this consumption. Settling follows the reduction of BOD.
- The aeration process continues until the aerobic microbes have consumed the majority of the organic matter, which directly correlates to a significant reduction in BOD. Only after this reduction are the flocs allowed to settle in a secondary tank to form the "activated sludge," which is rich in active microbes.
- Option A → Primary effluent is the input, not the output of the aeration phase.
- Option B → Grit is physical; activated sludge is biological.
- Option D → Biogas is produced from sludge, not before sludge is activated.
Used: Contextual/Tonal Matching
Application: Sequence the stages of biological treatment as defined in the textbook.
Final Logic: Treatment (BOD reduction) must precede settling.
BOD Reduction First → Settling Second.
14 Which of the following statements is NOT a valid description of the inoculum used in secondary treatment?
Activated sludge is pumped back to the aeration tank. It is NOT pumped into the primary settling tank. Primary settling is for physical separation only.
- The inoculum consists of activated sludge containing bacterial flocs (A and D). It is recycled into the aeration tank (C) to ensure a steady supply of aerobic microbes to start the treatment process for new batches of effluent. Pumping it into the primary settling tank (B) is incorrect because that stage is dedicated to purely physical sedimentation.
- Option A → Valid description (it is recycled).
- Option C → Valid function of the inoculum.
- Option D → Valid composition (the sludge is composed of flocs).
Used: Elimination
Application: Trace the path of the recycled sludge in the STPs diagram.
Final Logic: Activated sludge goes back to the AERATION tank, not the primary one.
Inoculum = Recycled to AERATION.
15 What happens to the remaining major part of the activated sludge inside the anaerobic sludge digesters?
Digesters use anaerobic bacteria. They break down the organic biomass of the aerobic sludge. Result: Digested sludge + Biogas.
- The bulk of the activated sludge is moved into anaerobic sludge digesters. In this oxygen-free environment, specialized anaerobic bacteria perform the digestion of the biomass (the bacteria and fungi from the aeration tank), breaking them down to release methane, H₂S and CO₂.
- Option A → Agitation with air is for the aeration tank, not anaerobic digesters.
- Option B → Releasing sludge into water bodies would be a major pollution event.
- Option D → Primary sludge is physically separated, not transformed from secondary activated sludge.
Used: Substitution
Application: Define the function of an "anaerobic sludge digester."
Final Logic: The term "digestion" refers to the microbial breakdown of the sludge biomass.
Anaerobic Bacteria = Sludge Digesting Engines.
16 Arrange the sequence of processes leading to biogas production:
1. Bacteria produce a mixture of methane, hydrogen sulphide, and carbon dioxide.
2. Activated sludge is pumped into large anaerobic sludge digesters.
3. Anaerobic bacteria digest the bacteria and fungi in the sludge.
Step 1: Pump to digester (2). Step 2: Digestion occurs (3). Step 3: Gas release (1).
- First, the activated sludge is moved to the digesters (2). Next, the anaerobic bacteria carry out the digestion process by breaking down the sludge biomass (3). Finally, as a byproduct of this digestion, the mixture of gases (biogas) is produced and released (1). The sequence 2 → 3 → 1 is logically correct.
- Options A, C, and D misrepresent the causality of the process (e.g., digestion must occur before the gas is produced).
Used: Substitution
Application: Follow the chronological flow of sludge to biogas conversion.
Final Logic: Transfer → Digestion → Gas Release.
Transfer → Digest → Produce Gas.
17
Passage text: "effluent from the secondary treatment plant is generally released into natural water bodies like rivers and streams." This is the final step in the treatment cycle.
- The text explicitly states that the secondary treatment effluent is generally discharged into natural water bodies. While STPs aim to reduce the polluting load, this is the final disposal point for the liquid effluent after biological treatment.
- Option A → Standard STPs do not treat water to drinking quality standards.
- Option B → Inoculum is recycled, but the bulk effluent is not.
- Option D → Digesters only treat the sludge, not the secondary effluent.
Used: Contextual/Tonal Matching
Application: Locate the exact sentence in the passage regarding the effluent fate.
Final Logic: Direct reading comprehension confirms C.
Effluent → River.
18
The passage mentions rising urbanization produces more sewage. Infrastructure (STPs) growth is lagging. This imbalance is the cause.
- The passage clearly states: "the number of sewage treatment plants has not increased enough to treat such large quantities." This disparity between rapid sewage production and limited treatment infrastructure is the reason provided for the direct discharge of untreated sewage.
- Option B → The passage does not discuss filtration failure.
- Option C → The Ministry's action plans aim to STOP direct discharge, not mandate it.
- Option D → The passage actually cites "increasing urbanisation," not a decrease.
Used: Contextual/Tonal Matching
Application: Extract the cause-effect relationship from the passage text.
Final Logic: STP growth < Sewage production = Untreated discharge.
Too much sewage, too few STPs.
19 What is the core Strategy proposed under the Ganga and Yamuna Action Plans to prevent river pollution?
Plans = Infrastructure. Infrastructure = STPs. Goal = Discharge ONLY treated sewage.
- The core Strategy of these national action plans is the systematic construction of a large number of sewage treatment plants. This ensures that municipal waste is effectively processed so that only treated, non-polluting effluent enters the river systems, fulfilling the plans' environmental objectives.
- Option A → Net removal is a surface-level temporary measure, not a comprehensive treatment Strategy.
- Option B → Converting river water to biogas is scientifically impossible and not a proposed plan.
- Option C → Introducing pathogens would worsen the contamination.
Used: Contextual/Tonal Matching
Application: Identify the core "proposal" as described in the chapter/passage.
Final Logic: The goal is treatment through construction of STPs.
Action Plan = More STPs.
20 By implementing the Yamuna Action Plan, what is the expected outcome for the river ecosystem?
Treated sewage = Reduced pathogen load. Reduced pathogen load = Reduced water-borne diseases. Outcome = Improved public health.
- The primary ecological and public health benefit of ensuring only treated sewage reaches the river is the removal of the pathogenic microbial load. By reducing pathogens, the incidence of water-borne diseases in populations relying on the river water is significantly decreased.
- Option A → Sludge sedimentation is meant for the STP, not the river bed.
- Option B → Activated sludge should stay within the STP cycle; dumping it elsewhere would pollute the environment.
- Option C → Mechanical agitation is a part of the aeration process, not a goal for a river.
Used: Substitution
Application: Link the treatment process to its ultimate public health benefit.
Final Logic: Fewer pathogens = Less disease.
Treated Sewage = Cleaner Water = Fewer Diseases.
