CUET UG Biology Booster Test 3-Microbes in Sewage Treatment
📌 Answers are locked once submitted — results and explanations appear at the end.
QUESTION 1 OF 20
Which of the following is NOT an accurate deduction regarding the composition and nature of municipal waste?
QUESTION 2 OF 20
Match the type of microbes with their respective role or location in the sewage treatment process:
| Column 1 | Column 2 |
|---|---|
| 1. Pathogenic microbes | P. Digestion of flocs in sludge digesters |
| 2. Heterotrophic microbes | Q. Cause of water-borne diseases in untreated sewage |
| 3. Aerobic useful microbes | R. Naturally present in sewage and carry out treatment |
| 4. Anaerobic bacteria | S. Grow into flocs during mechanical agitation |
QUESTION 3 OF 20
Why must sequential filtration strictly precede grit sedimentation in the physical removal stages of primary treatment?
QUESTION 4 OF 20
Evaluate the limitations of primary treatment physics:
I. It only involves physical removal of large and small particles.
II. It significantly reduces the biochemical oxygen demand (BOD) of the sewage.
III. It cannot effectively remove dissolved organic matter and pathogenic microbes.
QUESTION 5 OF 20
Compare the ultimate fates of primary sludge and the major part of activated sludge:
QUESTION 6 OF 20
Which statement is INCORRECT regarding the primary effluent?
QUESTION 7 OF 20
Arrange the complex sequence of events occurring in and immediately after the aeration tank process:
1. Consumption of major organic matter
2. Passing of primary effluent into aeration tanks
3. Vigorous growth of aerobic microbes into flocs
4. Significant reduction of BOD
5. Passing of effluent into a settling tank
QUESTION 8 OF 20
If mechanical agitation and air pumping in the aeration tank were abruptly stopped, what would be the most immediate biological consequence?
QUESTION 9 OF 20
What analytical significance does the structural composition of biological flocs hold in the efficiency of secondary treatment?
QUESTION 10 OF 20
Select the correct statements regarding organic matter consumption by flocs:
I. Consumption of organic matter by flocs increases the polluting potential of the water.
II. As flocs consume organic matter, the oxygen demand of the effluent decreases.
III. The process indirectly measures the organic matter present in the water.
QUESTION 11 OF 20
Match the conceptual relationships regarding BOD dynamics:
| Column 1 | Column 2 |
|---|---|
| 1. High organic matter | P. Measures oxygen uptake rate |
| 2. BOD reduction | Q. Correspondingly high BOD |
| 3. BOD test principle | R. Correlates with significantly reduced BOD |
| 4. Low polluting potential | S. Signal to move effluent to settling tank |
QUESTION 12 OF 20
Why is the BOD test considered an "indirect" measure of the organic matter present in the water?
QUESTION 13 OF 20
Which statement does NOT correctly differentiate activated sludge from primary sludge?
QUESTION 14 OF 20
Analytically, why is the term "activated" used to describe the sedimented sludge in secondary treatment?
QUESTION 15 OF 20
Which of the following is NOT a characteristic condition or output of the anaerobic sludge digesters?
QUESTION 16 OF 20
Arrange the precise biological pathway occurring within the anaerobic digester:
1. Production of a mixture of methane, hydrogen sulphide, and carbon dioxide
2. Anaerobic bacteria consume the cellular structures of aerobic bacteria and fungi
3. Formation of an inflammable source of energy (biogas)
QUESTION 17 OF 20
What critical biological threshold must be crossed before secondary effluent is considered safe for disposal into natural water bodies?
QUESTION 18 OF 20
Analyze the cascading effects of ignoring the biological treatment of sewage on natural water body health:
I. Direct discharge of untreated sewage increases the BOD of rivers drastically.
II. It leads to the proliferation of pathogenic organisms in natural water bodies.
III. It results in a robust, balanced ecosystem due to the added organic nutrients.
QUESTION 19 OF 20
QUESTION 20 OF 20
Test Complete!
Answer Review
1 Which of the following is NOT an accurate deduction regarding the composition and nature of municipal waste?
Sewage treatment uses heterotrophic microbes (bacteria and fungi). These form flocs to consume organic matter. It is not reliant on autotrophic microbes.
- Sewage treatment is a biological process that utilizes heterotrophic microbes (specifically aerobic bacteria and fungi) that form "flocs" to break down complex organic matter. Option C is inaccurate because the process is not reliant on autotrophic microbes. Options A, B, and D are all accurate descriptions of the nature and composition of municipal wastewater.
- Option A → High organic load is the primary reason biological treatment is required.
- Option B → Pathogens make direct discharge unsafe due to water-borne disease risks.
- Option D → Human excreta is the major contributor to the organic pollution in sewage.
Used: Elimination
Application: Identify the false statement by distinguishing between heterotrophic (decomposers) and autotrophic (producers) roles in ecology.
Final Logic: Since sewage treatment relies on heterotrophs, the statement claiming reliance on autotrophs is the incorrect deduction.
Sewage Treatment = Heterotrophic Helpers.
2 Match the type of microbes with their respective role or location in the sewage treatment process:
| Column 1 | Column 2 |
|---|---|
| 1. Pathogenic microbes | P. Digestion of flocs in sludge digesters |
| 2. Heterotrophic microbes | Q. Cause of water-borne diseases in untreated sewage |
| 3. Aerobic useful microbes | R. Naturally present in sewage and carry out treatment |
| 4. Anaerobic bacteria | S. Grow into flocs during mechanical agitation |
Pathogens = Disease (Q). Heterotrophs = Nature's cleaners (R). Aerobic microbes = Flocs (S). Anaerobic = Digesters (P).
- Pathogenic microbes in sewage cause water-borne diseases (1-Q). Heterotrophic microbes are naturally found in sewage and facilitate the cleanup (2-R). Aerobic useful microbes (bacteria/fungi) form flocs in the aeration tank (3-S). Finally, anaerobic bacteria digest the sludge in the digesters (4-P). Option C correctly links these roles.
- Options A, B, and D incorrectly assign the roles to the microbial types.
Used: Option Grouping
Application: Anchor the most certain pairs (Pathogens=Disease; Anaerobic=Digesters) to isolate the correct option.
Final Logic: Option C is the only choice that maintains 100% factual accuracy.
1-Q, 2-R, 3-S, 4-P.
3 Why must sequential filtration strictly precede grit sedimentation in the physical removal stages of primary treatment?
Sequential filtration removes floating debris. Grit sedimentation removes heavy solids. Removing large surface debris ensures efficient settling of grit.
- Primary treatment uses physical separation techniques in sequence. Sequential filtration acts as the first step to remove floating debris and large items. If this step were skipped, large floating materials could obstruct or interfere with the controlled sedimentation of grit (soil and small pebbles), reducing efficiency.
- Option A → Filtration does not change the physical properties (specific gravity) of grit.
- Option C → Primary treatment (physical) does not significantly reduce BOD; secondary (biological) treatment does.
- Option D → Settling occurs regardless of dissolved organics; grit removal is independent of dissolved matter.
Used: Contextual/Tonal Matching
Application: Apply the logic of sequential industrial processes (Step 1 prepares for Step 2).
Final Logic: Removing large debris prevents obstruction of the smaller sedimentation process.
Filter debris → Settle grit.
4 Evaluate the limitations of primary treatment physics:
I. It only involves physical removal of large and small particles.
II. It significantly reduces the biochemical oxygen demand (BOD) of the sewage.
III. It cannot effectively remove dissolved organic matter and pathogenic microbes.
Primary treatment is purely physical. It does NOT significantly reduce BOD (that is the goal of Secondary treatment). It does NOT remove dissolved matter.
- Primary treatment is physical (I). Because it only removes solid particles, it does not significantly reduce the BOD (Statement II is false). The dissolved organic matter and pathogens remain, which necessitates secondary biological treatment (Statement III is true). Thus, I and III are correct.
- Option A → Incorrect because Statement II claims BOD reduction occurs in primary treatment.
- Option B → Incorrect because Statement II is false.
- Option D → Incorrect because Statement II is false.
Used: Elimination
Application: Eliminate all options containing Statement II, as it contradicts the primary purpose of secondary treatment.
Final Logic: Since BOD reduction is a biological process, any option with Statement II is logically impossible.
Primary = Physical (No BOD reduction).
5 Compare the ultimate fates of primary sludge and the major part of activated sludge:
Primary sludge is solid waste from primary treatment. Activated sludge is biomass from secondary treatment. Both are suitable for anaerobic digestion to produce biogas.
- While primary sludge and activated sludge arise from different stages (primary vs. secondary), both are organic-rich solids that are routinely sent to anaerobic sludge digesters to produce biogas. The NCERT explicitly mentions this process for activated sludge.
- Option A → Only a small part of activated sludge is used as inoculum; primary sludge is never used as inoculum.
- Option B → Both are treated, not discarded.
- Option D → Effluent is the liquid, not sludge; sludge forms biogas.
Used: Elimination
Application: Identify the sludge management process (Digestion) common to both sludge types.
Final Logic: Since both are organic solids, both are candidates for anaerobic digesters.
All sludge → Digester → Biogas.
6 Which statement is INCORRECT regarding the primary effluent?
Primary effluent = Untreated (High BOD). Secondary effluent = Treated (Low BOD). Primary effluent BOD > Secondary effluent BOD.
- Primary effluent has a very high BOD because it still contains all the dissolved organic matter. Secondary effluent has a significantly lower BOD because the aerobic microbes in the aeration tank have already consumed that matter. Therefore, stating primary effluent has a "lower" BOD is incorrect.
- Option A → Correct; it is the liquid supernatant.
- Option C → Correct; it is the input for the aeration tank.
- Option D → Correct; organic matter is high and requires biological consumption.
Used: Substitution
Application: Compare the BOD levels of untreated (Primary) vs. treated (Secondary) water.
Final Logic: Untreated water is always more polluted (higher BOD) than treated water.
Primary BOD > Secondary BOD.
7 Arrange the complex sequence of events occurring in and immediately after the aeration tank process:
1. Consumption of major organic matter
2. Passing of primary effluent into aeration tanks
3. Vigorous growth of aerobic microbes into flocs
4. Significant reduction of BOD
5. Passing of effluent into a settling tank
Entry (2) → Microbe growth (3) → Consumption (1) → BOD reduction (4) → Settling (5).
- The process begins with the effluent entering the aeration tank (2). This environment promotes the growth of aerobic microbes into flocs (3). These flocs consume the organic matter (1), which directly causes the BOD to drop significantly (4). Finally, the treated water is sent to the settling tank (5) to separate the sludge.
- Options A, C, and D misrepresent the biological timeline; microbial growth is the prerequisite for consumption.
Used: Substitution
Application: Follow the chronological progression of the secondary treatment process in an STP.
Final Logic: Input → Microbe Growth → Consumption → BOD Drop → Settling.
In → Grow → Eat → Drop → Settle.
8 If mechanical agitation and air pumping in the aeration tank were abruptly stopped, what would be the most immediate biological consequence?
Aerobic microbes need oxygen. Air pumping provides oxygen. No air = No growth.
- Aerobic microbes are obligate aerobes. Mechanical agitation and air pumping are essential to maintain high levels of dissolved oxygen. If these are stopped, the aerobic microbes will cease their vigorous growth and metabolic activity, preventing the formation of flocs.
- Option A → Biogas production is an anaerobic process that requires specialized digesters and a specific environment, not just stopping air in an aeration tank.
- Option C → Filtration is unrelated to aeration tank processes.
- Option D → Sludge is the result of biological flocs settling; without growth, there is no sludge to form.
Used: Contextual/Tonal Matching
Application: Recognize the dependency of aerobic metabolism on oxygen supply.
Final Logic: No oxygen = No aerobic growth.
No Air = No Aerobic Growth.
9 What analytical significance does the structural composition of biological flocs hold in the efficiency of secondary treatment?
Flocs are mesh-like. Mesh = High surface area. High surface area = Efficient organic consumption.
- The "mesh-like" association of bacteria and fungal filaments is highly efficient because it increases the surface-area-to-volume ratio. This large surface area allows the microbial community to come into maximum contact with the organic matter in the effluent, significantly accelerating the rate of consumption.
- Option A → Fungi assist in the structure; they do not inhibit consumption.
- Option C → Methane production occurs in anaerobic digesters, not in the aerobic flocs.
- Option D → Grit removal is a physical process completed in primary treatment.
Used: Substitution
Application: Define the structural advantage of a "mesh" in biological systems.
Final Logic: Mesh structure = Max contact/surface area = Max Efficiency.
Floc Mesh = Big Surface Area = High Consumption.
10 Select the correct statements regarding organic matter consumption by flocs:
I. Consumption of organic matter by flocs increases the polluting potential of the water.
II. As flocs consume organic matter, the oxygen demand of the effluent decreases.
III. The process indirectly measures the organic matter present in the water.
Consumption DECREASES pollution (I is false). Consumption DECREASES BOD (II is true). BOD indirectly measures organic matter (III is true).
- Statement I is false because consuming organic matter decreases (not increases) the polluting potential. Statement II is true because oxygen demand (BOD) is a measure of the organic content; as it is consumed, the demand drops. Statement III is true; BOD is the accepted indirect measurement of the organic load.
- Option B → Includes Statement I, which is false.
- Option C → Includes Statement I, which is false.
- Option D → Includes Statement I, which is false.
Used: Elimination
Application: Evaluate the impact of organic consumption on pollution.
Final Logic: Since consumption cleans the water, Statement I is clearly incorrect, leaving Option A.
Eat Organic → Low BOD → Cleaner Water.
11 Match the conceptual relationships regarding BOD dynamics:
| Column 1 | Column 2 |
|---|---|
| 1. High organic matter | P. Measures oxygen uptake rate |
| 2. BOD reduction | Q. Correspondingly high BOD |
| 3. BOD test principle | R. Correlates with significantly reduced BOD |
| 4. Low polluting potential | S. Signal to move effluent to settling tank |
High organic matter = High BOD. BOD reduction = Signal for settling. BOD test = Oxygen uptake measurement. Low polluting = Low BOD.
High organic matter (1) results in a high amount of substrate for microbes, hence a high BOD (Q). Once significant BOD reduction (2) has occurred, it is a signal to transfer the mixture to a settling tank (S). The BOD test principle (3) is based on measuring the rate of oxygen uptake (P) by microbes. A low polluting potential (4) in the final effluent correlates with a significantly reduced BOD (R).
- Options A, B, and C → Misalign the definitions and causal relationships (e.g., misassociating oxygen uptake with BOD levels).
Used: Option Grouping
Application: Establishing the primary definition of BOD (Oxygen uptake rate = P) and identifying the result of treatment (Low BOD = Low pollution = R).
Final Logic: The only option that correctly links the fundamental definition of BOD to the outcomes of the treatment process is A.
BOD = Oxygen Uptake (P).
12 Why is the BOD test considered an "indirect" measure of the organic matter present in the water?
Direct measurement of organic matter is complex. Microbes consume organic matter using oxygen. Oxygen consumption is a proxy for organic load.
BOD (Biochemical Oxygen Demand) measures the amount of oxygen that would be consumed if all the organic matter in one liter of water were oxidized by bacteria. Since we are measuring the demand (the oxygen consumed) rather than weighing the organic matter directly, it is an indirect measure. This consumption is proportional to the available food (organic matter) for the microorganisms.
- Option A → The volume of flocs is not the focus of a BOD test.
- Option B → Methane is produced in anaerobic conditions, not during the aerobic BOD test.
- Option D → Organic matter can be separated, but it is not the primary purpose of a BOD test.
Used: Contextual/Tonal Matching
Application: Identifying the core definition of BOD as "Oxygen Demand."
Final Logic: If the test measured the substance itself, it would be direct; since it measures the metabolic response to the substance, it is indirect.
BOD = Proxy (Indirect).
13 Which statement does NOT correctly differentiate activated sludge from primary sludge?
Primary sludge is a physical settling product. Activated sludge is composed of aerobic bacteria (flocs). Statement D falsely claims activated sludge lacks aerobic bacteria.
Activated sludge is primarily composed of aerobic bacterial flocs. Claiming it is "devoid of aerobic bacteria" is the exact opposite of reality. Therefore, this statement is incorrect.
- Option A → Correct; primary is physical, activated is biological.
- Option B → Correct; primary settling happens before aeration, secondary settling after.
- Option C → Correct; a portion of activated sludge is reused as "activated" inoculum (seed).
Used: Extreme Word Filter
Application: Looking for an absolute/extreme term. "Completely devoid" is a red flag in biology.
Final Logic: Since activated sludge is made of aerobic bacteria, any statement claiming it has none is logically false.
Activated = Aerobic bacteria.
14 Analytically, why is the term "activated" used to describe the sedimented sludge in secondary treatment?
Sludge contains living flocs. Used as "inoculum" to seed new tanks. Active = living/functional microbes.
A portion of the sedimented sludge from the secondary settling tank is pumped back into the aeration tank. Because this sludge contains a dense, living population of aerobic microbes (flocs) that are ready to immediately start consuming organic matter, it acts as an "inoculum" or "seed" to activate the process in fresh sewage.
- Option A → Irrelevant and scientifically inaccurate.
- Option B → Biogas production happens in a digester, not the settling tank.
- Option D → Activated sludge has a low BOD compared to raw sewage.
Used: Contextual/Tonal Matching
Application: Defining "Active" in a biological context as living/functioning.
Final Logic: The term "activated" refers to the biological capability of the sludge to restart or speed up the treatment process in a new batch of sewage.
Activated = Alive (Inoculum).
15 Which of the following is NOT a characteristic condition or output of the anaerobic sludge digesters?
Anaerobic digesters produce biogas. Biogas = Methane, H₂S, CO₂. Oxygen/Nitrogen are not the output gases.
Anaerobic digesters break down organic matter in the absence of oxygen. The gases produced are methane, hydrogen sulfide, and carbon dioxide (collectively known as biogas). Oxygen and nitrogen are not typical products of this anaerobic fermentation process.
- Option A → Correct; the environment is anaerobic by definition.
- Option B → Correct; digesters consume the biomass (flocs) produced in the aeration tank.
- Option C → Correct; methane is highly inflammable.
Used: Elimination
Application: Knowing the components of biogas from NCERT (Methane, H₂S, CO₂).
Final Logic: Since O₂ and N₂ are not in the list of biogas components, C is the outlier.
Biogas = Methane (M), Hydrogen sulfide (H), Carbon dioxide (C).
16 Arrange the precise biological pathway occurring within the anaerobic digester:
1. Production of a mixture of methane, hydrogen sulphide, and carbon dioxide
2. Anaerobic bacteria consume the cellular structures of aerobic bacteria and fungi
3. Formation of an inflammable source of energy (biogas)
Step 1: Breakdown of biomass. Step 2: Gas formation. Step 3: Resulting energy source.
First, the anaerobic bacteria consume the biological flocs (bacteria and fungi) (2). As a result of this digestion, they release gases (methane, H₂S, CO₂) (1). This mixture of gases is collectively known as biogas, which serves as an inflammable source of energy (3).
- Options B, C, D → These misalign the order of digestion (the cause) and gas production (the effect).
Used: Contextual/Tonal Matching
Application: Cause-and-effect sequence (Action → Product → Use).
Final Logic: The biological breakdown is the primary action, which leads to gas emission, which is then identified as the energy source.
Digest → Gas → Energy.
17 What critical biological threshold must be crossed before secondary effluent is considered safe for disposal into natural water bodies?
Goal of STPs is reducing BOD. Low BOD = Safe for rivers. High BOD = Dangerous pollution.
The entire point of sewage treatment is to convert sewage into a form that does not deplete the oxygen of natural water bodies. If the BOD is significantly reduced, it indicates that most organic pollutants have been removed. Discharging water with high BOD would deplete oxygen in rivers, harming aquatic life.
- Option A → Flocs are removed in a settling tank; they should not remain in effluent.
- Option B → Secondary treatment is biological, not a second round of filtration.
- Option D → Biogas is a fuel, not a disinfectant.
Used: Contextual/Tonal Matching
Application: Identifying the core mission of STPs (Water Quality Improvement).
Final Logic: BOD is the measure of potential harm; therefore, reducing it is the threshold for safety.
BOD Down = River Up.
18 Analyze the cascading effects of ignoring the biological treatment of sewage on natural water body health:
I. Direct discharge of untreated sewage increases the BOD of rivers drastically.
II. It leads to the proliferation of pathogenic organisms in natural water bodies.
III. It results in a robust, balanced ecosystem due to the added organic nutrients.
Untreated sewage = High BOD. Pathogens = Disease. Ecosystems suffer, they don't become "robust."
Untreated sewage is rich in organic load (high BOD) and pathogens. Discharging it into rivers will cause BOD levels to skyrocket, potentially leading to fish kills and ecosystem collapse, not "robustness." Pathogens will also multiply, increasing the risk of water-borne diseases. Thus, I and II are correct, and III is false.
- Options B, C, D → All contain the false claim in Statement III.
Used: Elimination
Application: Recognizing that sewage causes pollution and disease (negative), not a "robust ecosystem" (positive).
Final Logic: Since statement III is objectively incorrect in an environmental context, the only valid answer is A.
Sewage = Sickness (Pathogens) + Suffocation (High BOD).
19
Passage explicitly states microbial treatment is unrivaled. Microbes are natural and highly efficient. Chemical methods are not mentioned as better.
The provided passage explicitly states: "Till date, no man-made technology has been able to rival the microbial treatment of sewage." This sentence is the justification for why the Ministry of Environment and Forests focuses on building STPs (which use microbial treatment).
- Option A, C, D → These are not supported by the passage or general biological facts in the NCERT.
Used: Contextual/Tonal Matching
Application: Direct retrieval from the provided passage.
Final Logic: The text identifies the superiority of microbial treatment as the primary reason for policy.
Microbes are Master cleaners (unrivaled).
20
"Save these major rivers... from pollution." Pathogens in sewage cause water-borne diseases. Goal: Protect river health + public health.
The passage indicates the plans were initiated to "save these major rivers... from pollution." By treating sewage, we remove the organic matter (pollution) and the pathogenic microbes. This directly prevents river pollution and reduces the transmission of water-borne diseases.
- Option A, B → Not the purpose stated in the passage.
- Option C → Increasing BOD is exactly what pollution does; treatment decreases BOD.
Used: Contextual/Tonal Matching
Application: Aligning the goal with public health and environmental protection.
Final Logic: Sewage treatment protects the river (Environment) and human health (Epidemiology).
Treated = Transmission avoided.
