All questions of Environmental Engineering for Civil Engineering (CE) Exam

Traps are used in household drainage systems to:
  • a)
    prevent entry of foul gases in the houses
  • b)
    restrict the flow of water
  • c)
    provide partial vacuum
  • d)
    trap the solid wastes
Correct answer is option 'A'. Can you explain this answer?

Poulomi Patel answered
A trap is a device which has a shape that uses a bending path to capture water to prevent sewer gases from entering buildings, while allowing waste to pass through. Trap Should be made of non-adsorbent material. Depending upon the shape, Traps are classified as:
1. P - Type
2. Q - Type
3. S - Type
In kitchen and Bathrooms, a gully trap is provided at the junction of roof drain and other drain.

Organisms that break down organic matter in an ecosystem are called:
  • a)
    Producers
  • b)
    Consumers
  • c)
    Decomposers
  • d)
    Carnivorous
Correct answer is option 'C'. Can you explain this answer?

Pallabi Chavan answered
Decomposers are organisms that break down dead or decaying organisms, and in doing so, they carry out the natural process of decomposition. Like herbivores and predators, decomposers are heterotrophic, meaning that they use organic substrates to get their energy, carbon and nutrients for growth and development.

Soluble organics in sewage includes
  • a)
    Carbohydrates
  • b)
    Proteins
  • c)
    Lipoids
  • d)
    Carbohydrates, Proteins and Lipids
Correct answer is option 'D'. Can you explain this answer?

Simran Saha answered
Soluble organic ingredients are bacteria that are functional in some biological treatment processes, which depend on microbial decomposition using dissolved oxygen. These include carbohydrates, proteins and lipids.

When waste water is disposed of into a running stream, four zones are formed. In which one of the following zones will the minimum level of dissolved oxygen be found?
  • a)
    Zone of degradation
  • b)
    Zone of active decomposition
  • c)
    Zone of recovery
  • d)
    Zone of clear water
Correct answer is option 'B'. Can you explain this answer?

ZONES OF POLLUTION: A polluted stream undergoing self-purification presents the following four distinct zones of pollution
(1) ZONES OF DEGRADATION: This usually occurs below the output sewer when discharging its contents into the stream. The zone is characterized by water becoming dark and turbid with the formation of sludge deposits on the bottom. Dissolved oxygen gets reduced to 40%.
(2) ZONES OF ACTIVE DECOMPOSITION: This is marked by heavy pollution. It is characterized by the absence of dissolved oxygen; water is grayish and darker with active anaerobic organic decomposition accompanying and with the evolution of methane (CH4), Hydrogen sulphide (H2S), Carbon dioxide (CO2) and Nitrogen (N2), bubbling to the surface with masses of sludge forming black scum. Fish life is practically absent, fungi and bacteria disappear. As the organic decomposition slackens, reaction sets in and D.O. again rises to its original level (i.e. 40%).
(3) ZONE OF RECOVERY: In this zone, the stream tries to recover its former appearance. Most of the organic matter has been settled as sludge, B.O.D. falls and the D.O. content rises above 40% microscopic aquatic life reappears. Water becomes clearer, fungi decrease and algae reappear. Mineralization is active and products such as nitrates, sulphates, and carbonates are formed.
(4) CLEAR WATER ZONE: In this, the natural stream condition is restored, the D.O. is higher than the BOD. Oxygen balance is attained and recovery is said to be complete. Water becomes attractive in appearance. Some pathogenic organisms may, however, be present.

The minimum width of a septic tank is taken ________.
  • a)
    70 cm
  • b)
    75 cm
  • c)
    80 cm
  • d)
    90 cm
Correct answer is option 'B'. Can you explain this answer?

Tanishq Rane answered
As per IS 2470 (part 1) - 1985, clause 3.4.5.1
Septic tank shall have minimum width of 750 mm, minimum depth of one metre below water level and a minimum liquid capacity of 1000 litres.

If total hardness and alkalinity of a water sample are 200 mg/L as CaCO3 and 260 mg/L as CaCO respectively, what are the values of carbonate hardness and non-carbonate hardness?
  • a)
    200 mg/L and zero
  • b)
    Zero and 60 mg/L
  • c)
    Zero and 200 mg/L
  • d)
    60 mg/L and Zero
Correct answer is option 'A'. Can you explain this answer?

Respectively, what is the non-carbonate hardness of the water sample?

To determine the non-carbonate hardness, we need to subtract the carbonate hardness (alkalinity) from the total hardness.

Non-carbonate hardness = Total hardness - Carbonate hardness
Non-carbonate hardness = 200 - 260
Non-carbonate hardness = -60 mg/L as CaCO3

This result is not possible, as the non-carbonate hardness cannot be negative. It is likely that there is an error in one of the measurements or calculations.

Which of the following process take place during biochemical treatment of sewage effluents?
  • a)
    Oxidation
  • b)
    Carbonation
  • c)
    Hydration
  • d)
    None of these
Correct answer is option 'A'. Can you explain this answer?

Biological treatment of sewage treatment is basically an oxidation and reduction process both, it depends whether the treatment is aerobic or anaerobic.
In aerobic process: Nitrogenous organic matter is converted into NHby oxidation process.
In anaerobic Process: Nitrogenous organic matter is converted into acids, alcohols gases by reduction process.

Which one of the following methods would be best suited for disposal of plastic and rubber waste?
  • a)
    Composting
  • b)
    Incineration
  • c)
    Pyrolysis
  • d)
    Sanitary landfill
Correct answer is option 'C'. Can you explain this answer?

Niharika Yadav answered
Pyrolysis is a thermochemical decomposition of organic material at elevated temperatures in the absence of oxygen. Anhydrous pyrolysis can also be used to produce liquid fuel similar to diesel from plastic waste, with a higher cetane value and lower sulphur content than traditional diesel.
Composting is a natural biological process, carried out under controlled aerobic conditions (requires oxygen). In this process, various microorganisms, including bacteria and fungi, break down organic matter into simpler substances. The effectiveness of the composting process is dependent upon the environmental conditions present within the composting system i.e. oxygen, temperature, moisture, material disturbance, organic matter and the size and activity of microbial populations.
Incineration is a waste treatment process that involves the combustion of organic substances contained in waste materials. incineration of waste materials converts the waste into ash, flue gas and heat.
Sanitary landfills are sites where waste is isolated from the environment until it is safe. It is considered safe when it has completely degraded biologically, chemically and physically.

The time of concentration is defined as:
  • a)
    the time taken by rainfall water to run from most distant point of water shed to the inlet of sewer.
  • b)
    the time required for flow of water in sewer to the point under consideration
  • c)
    sum of (1) and (2)
  • d)
    Difference of (1) and (2)
Correct answer is option 'C'. Can you explain this answer?

The period after which the entire catchment area will start contributing to the runoff is called as the time of concentration. Time of concentration (Tc) is the time required for runoff to travel from the hydraulically most distant point in the watershed to the outlet. The time of concentration is equal to sum of inlet time and time of travel.
In sewers,
Inlet time = The time taken by rainfall water to run from most distant point of water shed to the inlet of sewer.
Time of travel = The time required for flow of water in sewer to the point under consideration.

The disinfection efficiency of chlorine increases by:
i) decreasing the time of contact
ii) decreasing the temperature of water
iii) increasing the temperature of water
The correct answer is:
  • a)
    only (i)
  • b)
    Both (i) and (ii)
  • c)
    Both (i) and (iii)
  • d)
    only (iii)
Correct answer is option 'D'. Can you explain this answer?

Anagha Mehta answered
At lower temperatures, bacterial kill tends to be slower and higher doses are needed. The effect of low temperatures is greater with combined chlorine than with free available chlorine.
Contact time is as important as the chlorine dose in determining the efficiency of water treatment chlorination. Contact time is the amount of time which the chlorine has to react with the microorganisms in the water, which will equal the time between the moment when chlorine is added to the water and the moment when that water is used by the consumer. The longer the contact time, the more efficient the disinfection process is. When using chlorine for disinfection a minimum contact time of 30 minutes is required for adequate disinfection.

Consider the following valves in a water distribution system.
A. Check valve
B. Pressure-reducing valve
C. Air relief valve
D. Scour valve
E. Sluice valve
Which of these works automatically?
  • a)
    A, C and D
  • b)
    B, D and E
  • c)
    C, D and E
  • d)
    A, B and C
Correct answer is option 'D'. Can you explain this answer?

Check Valve: These valves are used to check the flow of water in reverse direction. These are generally provided on the delivery side of the pump. These valves work automatically.
Pressure reducing valve:  In hydraulics, a pressure reducing valve serves the same purpose as a "pressure regulator" valve in a compressed air system. It is one of a variety of pressure control valves available for hydraulic circuits. It is always used in a branch circuit and never in the full pump flow line.
Air Relief Valve: it is a type of safety valve used to control or limit the pressure in a system, pressure might otherwise build up and create a process upset, instrument or equipment failure, or fire. The pressure is relieved by allowing the pressurised fluid to flow from an auxiliary passage out of the system.
Scour valve: This valve is used to drain the water out of the pipe system.
Sluice valve: These valves are used to regulate the flow of water in the pipe system by dividing into number of sections.

Testing of leakage in the pipe joints or at any point in the pipeline is done by:
  • a)
    By Water Test 
  • b)
    By Air Test
  • c)
    By Load Test
  • d)
    Both 1 and 2
Correct answer is option 'D'. Can you explain this answer?

Nitya Nambiar answered
Testing for Leakage in Pipeline Joints
Leakage testing in pipelines is crucial to ensure the integrity and safety of the infrastructure. The two primary methods used for this are water tests and air tests.
1. Water Test
- This method involves filling the pipeline with water and pressurizing it to a specified level.
- The water acts as a medium to identify any leaks, as escaping water will indicate a failure at the joints or along the pipeline.
- Water tests are particularly effective for large pipelines and are often used in potable water systems to ensure no contamination occurs.
2. Air Test
- In this method, the pipeline is filled with air and pressurized to a designated level.
- Air tests are quicker to execute and can be used for smaller pipelines or systems where water is not suitable.
- The presence of any escaping air signals a leak, allowing for targeted repairs.
3. Benefits of Using Both Methods
- Combining both tests enhances the reliability of leakage detection.
- Water tests provide a thorough examination under conditions that simulate normal operational stress.
- Air tests serve as a preliminary check, often performed before a water test to narrow down potential leak points.
Conclusion
- Leakage testing is essential for maintaining pipeline integrity and preventing failures.
- Using both the water and air tests allows for a more comprehensive assessment of the pipeline system, ensuring it is safe and operational before being put into service.
Thus, the correct answer is indeed option 'D', as both methods are effective in identifying leaks in pipe joints and pipeline systems.

The reference pressure used in the determination of sound pressure level is
  • a)
    20 μPa
  • b)
    20 dB
  • c)
    10 μPa
  • d)
    10 dB
Correct answer is option 'A'. Can you explain this answer?

Poulomi Patel answered
The sound pressure of the faintest sound that can be heard by a normal healthy individual is about 20 μPa. Hence, this pressure is used as reference pressure in determination of sound pressure level.

For detecting the nitrates in sewage, the matching colour may be developed by adding:
  • a)
    Potassium permanganate
  • b)
    Sulphuric acid and napthamine
  • c)
    Phenol-di-sulphonic acid and potassium hydroxide
  • d)
    None of these
Correct answer is option 'C'. Can you explain this answer?

Pallabi Tiwari answered
The amount of nitrites or nitrates present in sewage sample can be measured by colour matching methods.
For nitrites, the colour is developed by adding Sulphonilic acid and naphthamine whereas for nitrates, the colour is developed by adding phenol-di-sulphonic acid and potassium hydroxide. The colour developed in waste water is finally compared with the standard colours of known concentrations.

Permanent hardness of water can be removed by:
  • a)
    Adding alum
  • b)
    Adding lime
  • c)
    Adding chlorine
  • d)
    Zeolite process
Correct answer is option 'D'. Can you explain this answer?

Pallabi Chavan answered
Zeolite process for water softening has become a commercial success for the reason that zeolite can be easily regenerated. When Ca2+ and Mg2+ ions containing hard water is passes through a bed of sodium zeolite, the sodium ions are replace by the calcium and magnesium ions. Zeolite process is the best process to remove permanent hardness from the water.
Note: Temporary hardness can be removed by simply boiling

A wastewater sample contains 10-5.6 mmol/L of OH- ions at 25°C. The pH of this sample is
  • a)
    8.6
  • b)
    8.4
  • c)
    5.6
  • d)
    5.4
Correct answer is option 'D'. Can you explain this answer?

Bijoy Kapoor answered
OH- concentration : 10^-5.6 mmol/l = 10^-8.6 mol/l.

H+ concentration : 10^-14-(-8.6) = 10^-5.4 mol/l.

Therefore pH value : 5.4.

The purpose of providing a balancing reservoir in a water supply distribution system is to:
  • a)
    Equalize pressures in the distribution system.
  • b)
    Store adequate quantity of water to meet requirements in case of breakdown of inflow.
  • c)
    Store adequate fire fighting reserve.
  • d)
    Take care of fluctuations in the rate of consumption.
Correct answer is option 'D'. Can you explain this answer?

Akanksha Mehta answered
Reservoirs are of two main categories: (a) Impounding reservoirs into which a river flows naturally, and (b) Service or balancing reservoirs receiving supplies that are pumped or channeled into them artificially.
In general, service or balancing reservoirs are required to balance supply with demand. These reservoirs are relatively small in volume because the storage required by them is to balance flows for a few hours or a few days at the most. Impounding or storage reservoirs are intended to accumulate a part of the flood flow of the river for use during the non-flood months.

The acceptable limit of potable water used in India for dissolved solids content (mg/1) is:
  • a)
    2000
  • b)
    500
  • c)
    1500
  • d)
    1000
Correct answer is option 'B'. Can you explain this answer?

Jaideep Malik answered
The Bureau of Indian Standards (BIS) fixes the upper limit of TDS in drinking water at 500 ppm. A RO water filter should provide you with an output water content of TDS around 50 ppm. A TDS level of 35 - 175 ppm is recommended for long term direct consumption.

Which of the following sewage treatment method has inherent problems of odour, ponding and fly nuisance?
  • a)
    USAB system
  • b)
    Activated sludge process
  • c)
    Trickling filters
  • d)
    Stabilization ponds
Correct answer is option 'C'. Can you explain this answer?

Poulomi Khanna answered
Operational Troubles in Standard rate Trickling Filter are:
1. Fly nuisance: Due to the presence of insects over the filter media, the entire media is flooded with flies which makes the operation of filter difficult. Moreover, theses flies moves along with waste water in the filter medium leading to choking of filter, thereby affects the working of trickling filter.
2. Ponding Problem: Due to growth of algae and fungi in the voids of the filter media that leads to ponding of the waste water over the filter media.
3. Odour problem: This problem is generally found if spray nozzle method of distribution method is adopted.

Alkalinity in water is expressed as milligrams per litre in terms of equivalent
  • a)
    calcium carbonate 
  • b)
    magnesium carbonate 
  • c)
    sodium carbonate 
  • d)
    calcium hydroxide
Correct answer is option 'A'. Can you explain this answer?

Devanshi Iyer answered
Alkalinity in Water

Alkalinity is a measure of the water's ability to neutralize acids. It is an important parameter in water quality assessment as it helps in determining the water's buffering capacity and its resistance to pH changes. Alkalinity is expressed in terms of milligrams per litre (mg/L) and is typically reported as milligrams of equivalent calcium carbonate per litre (mg/L CaCO3).

Calcium Carbonate as Equivalent

The alkalinity in water is expressed as milligrams per litre in terms of equivalent calcium carbonate (CaCO3). This means that the alkalinity concentration is reported as the amount of calcium carbonate that would be required to neutralize the acid in the water sample.

Calcium Carbonate as a Common Standard

Calcium carbonate is chosen as the common standard for expressing alkalinity because it is a common and abundant compound found in nature. It is also the primary component of many minerals, such as limestone and chalk. Calcium carbonate is chemically stable and has a well-defined stoichiometry, making it suitable for use as an equivalent standard.

Calcium Carbonate Equivalent Calculation

To determine the alkalinity in water, a titration method is commonly used. In this method, a known volume of the water sample is titrated with a standardized acid solution until the pH reaches a certain endpoint. The amount of acid required to reach the endpoint is then used to calculate the alkalinity.

The alkalinity is calculated by multiplying the volume of acid used by its normality and dividing by the volume of the water sample. To express the alkalinity in terms of milligrams per litre of calcium carbonate, the result is multiplied by the equivalent weight of calcium carbonate (50.04 mg/mmol).

Advantages of Calcium Carbonate Equivalent

Using calcium carbonate equivalent as the standard for expressing alkalinity has several advantages:

1. Standardization: Calcium carbonate provides a standardized reference point for comparing alkalinity values across different water samples.

2. Abundance: Calcium carbonate is a naturally occurring compound that is widely available, making it easy to obtain and use as a standard.

3. Chemical Stability: Calcium carbonate is chemically stable and does not readily react with other substances in water, ensuring the accuracy and reliability of alkalinity measurements.

4. Stoichiometry: Calcium carbonate has a well-defined stoichiometry, simplifying the calculations involved in determining alkalinity.

In conclusion, alkalinity in water is expressed as milligrams per litre in terms of equivalent calcium carbonate (CaCO3) due to its abundance, chemical stability, well-defined stoichiometry, and suitability as a standard for comparing alkalinity values.

Which among the following filters are gravity filters:
  • a)
    Slow sand filters
  • b)
    Rapid sand filters
  • c)
    Pressure filters
  • d)
    Both 1 and 2
Correct answer is option 'D'. Can you explain this answer?

Gravity Filters:

Gravity filters are a type of water treatment filters that operate under the influence of gravity alone. These filters rely on the force of gravity to allow water to pass through the filter media and remove impurities. Among the given options, both slow sand filters and rapid sand filters are examples of gravity filters.

Slow Sand Filters:

Slow sand filters are a type of gravity filter used for water treatment. They consist of a bed of fine sand through which water is passed at a slow rate. The filter media in slow sand filters is typically 0.15 to 0.35 mm in size and is often layered with different sizes of sand to promote effective filtration. The process of filtration in slow sand filters involves physical straining, biological activity, and adsorption of impurities onto the filter media. Slow sand filters are known for their high efficiency in removing pathogens, turbidity, and organic matter from water.

Rapid Sand Filters:

Rapid sand filters are another type of gravity filter commonly used in water treatment plants. They are designed to remove suspended solids and turbidity from water at a higher flow rate compared to slow sand filters. Rapid sand filters typically consist of a layer of coarse sand, followed by a layer of fine sand, and sometimes an additional layer of anthracite coal or activated carbon. The filter is operated under gravity, allowing water to pass through the filter media and collect in the bottom of the filter bed. Rapid sand filters are efficient in removing particulate matter and improving water clarity.

Pressure Filters:

Unlike slow sand filters and rapid sand filters, pressure filters do not operate under the influence of gravity alone. Pressure filters use pressure to force water through the filter media, rather than relying on the force of gravity. The pressure can be created using a pump or by placing the filter media in a pressurized vessel. Pressure filters are commonly used in applications where a higher flow rate is required or where there is limited space for a gravity filter system.

Conclusion:

In conclusion, both slow sand filters and rapid sand filters are examples of gravity filters. These filters operate under the influence of gravity alone and rely on the force of gravity to allow water to pass through the filter media. Pressure filters, on the other hand, do not operate under gravity and use pressure to force water through the filter media.

Corrosion of concrete sewers is caused by:
  • a)
    High pH value of sewage
  • b)
    Anaerobic decomposition of sewage solids
  • c)
    Aerobic decomposition of sewage solids
  • d)
    High velocity of flow of sewage
Correct answer is option 'B'. Can you explain this answer?

Maulik Das answered
Corrosion in concrete sewers is mainly caused by Hydrogen sulphide gas which is formed due to Anaerobic decomposition of sewage. During Anaerobic Decomposition of sewage Acids, Alcohols and gases are formed and Hydrogen sulphide is one of the formed gases.

The “Jackson turbidimeter” measures the turbidity based on the following principle:
  • a)
    Absorption of light
  • b)
    Electromagnetic field
  • c)
    Gravitation
  • d)
    None of the above
Correct answer is option 'A'. Can you explain this answer?

Naina Das answered
It is the laboratory method in which water sample is immersed in metallic container having glass bottom placed over the ignited frame and the height of water in the container at which image of flame ceases to be seen is noted to give the turbidity of water sample in standard units (STU). The principle utilised in this method is adsorption principle in which longer is the length of the path travelled by light, smaller is the turbidity and vice versa.

The treatment that should be given to the water from a deep tube well is
  • a)
    pre-settling only
  • b)
    coagulation and flocculation only
  • c)
    filtration only
  • d)
    disinfection only
Correct answer is option 'D'. Can you explain this answer?

Arya Menon answered
1.Tube well water is free from solids.
2. Water in deep tube well reaches after seepage passing through pores. Hence it contains less suspended particles, but it may contain pathogens therefore disinfection is required.

‘Air binding’ may occur in:
  • a)
    Sewers
  • b)
    Artesian well
  • c)
    Aerator
  • d)
    Filter
Correct answer is option 'D'. Can you explain this answer?

The clogging of a filter due to the presence of air released from water. Air entering the filter media is harmful to both the filtration and backwash processes. This occurs when negative head due to resistance provided by filter media becomes high and vacuum created release dissolved gases.

With increase in time, the alkalinity of fresh still waste water in an open environment:
  • a)
    Decreases
  • b)
    Increases
  • c)
    Remains same
  • d)
    Depends upon the Temperature of ambient atmosphere
Correct answer is option 'A'. Can you explain this answer?

Arya Menon answered
The alkalinity of fresh waste water sample is alkaline but as time passes it becomes acidic because of the bacterial action in anaerobic or nitrification process. As the time passes away, the biological activity increases which in turn increases the H+ ions (main cause of acidity) leading to decrease in alkalinity of waste water.

Which one of the following pollutants or pairs of pollutants is formed due to photochemical reactions?
  • a)
    CO alone
  • b)
    O3 and PAN
  • c)
    PAN and NH3
  • d)
    NH3 and CO
Correct answer is option 'B'. Can you explain this answer?

Nitya Nambiar answered
Ozone and PAN
Photochemical smog is produced when pollutants from the combustion of fossil fuels react with sunlight. The energy in the sunlight converts the pollutants into other toxic chemicals. In order for photochemical smog to form, there must be other pollutants in the air, specifically nitrous oxides and other volatile organic compounds (VOCs). When nitrous oxides and VOCs interact with sunlight, secondary pollutants are formed, such as ozone and peroxyacetyl nitrate.

The oxygen sag curve of a river represents
  • a)
    BOD demand
  • b)
    BOD deficit
  • c)
    Variation of dissolved oxygen saturation
  • d)
    Dissolved oxygen deficit
Correct answer is option 'D'. Can you explain this answer?

Aarav Sharma answered
The Oxygen Sag Curve of a River and its Significance

The Oxygen Sag Curve is a graphical representation of the variation of dissolved oxygen concentration in a river with respect to the distance downstream from a point source of pollution. It is an important tool in the study of water pollution and its effects on the aquatic ecosystem.

Significance of the Oxygen Sag Curve

The Oxygen Sag Curve helps in determining the extent of pollution in a river and its impact on the aquatic ecosystem. It provides information on the concentration of dissolved oxygen in the river at different points downstream from the source of pollution.

The Oxygen Sag Curve represents the relationship between the amount of biodegradable organic matter present in the river and the concentration of dissolved oxygen. As the organic matter is decomposed by microorganisms, the demand for oxygen increases and the concentration of dissolved oxygen decreases.

What does the Oxygen Sag Curve represent?

The Oxygen Sag Curve represents the Dissolved Oxygen Deficit in the river. It is the difference between the initial dissolved oxygen concentration and the minimum dissolved oxygen concentration observed downstream from the source of pollution.

The Dissolved Oxygen Deficit is an indication of the extent of pollution and its impact on the aquatic ecosystem. It affects the survival of aquatic organisms and their ability to carry out metabolic processes such as respiration.

Conclusion

The Oxygen Sag Curve is an important tool in the study of water pollution and its effects on the aquatic ecosystem. It provides information on the concentration of dissolved oxygen in the river at different points downstream from the source of pollution and represents the Dissolved Oxygen Deficit in the river.

Which of the following is not a water borne disease?
  • a)
    dysentery
  • b)
    cholera
  • c)
    typhoid
  • d)
    malaria
Correct answer is option 'D'. Can you explain this answer?

Water Borne diseases are conditions caused by pathogenic micro-organisms that are transmitted in water. Disease can be spread while bathing, washing or drinking water, or by eating food exposed to infected water.
1. Cholera: Cholera is a waterborne disease and is diarrhoeal in nature.
2. Typhoid: It is another disease that gets transmitted by drinking contaminated water that carries ‘Salmonellae Typhi bacteria’.
3. Diarrhoea: Diarrhoea is one of the most common waterborne diseases that mostly affects children under the age of 5.
4. Hepatitis A: Another type of waterborne disease is Hepatitis A and it is caused by Hepatitis A virus, which affects the liver.
5. Malaria: Malaria is a mosquito-borne infectious disease affecting humans and other animals caused by parasitic protozoans belonging to the Plasmodium type.

An activated carbon is specially treated carbon which has the property of absorbing and attracting impurities. Which of the following points is / are not among the advantages of activated carbon?
A. It minimizes the chlorine demand of heated water
B. It accelerates the coagulation
C. Its overdose is harmful
  • a)
    Only B
  • b)
    A and C
  • c)
    Only C
  • d)
    Only A
Correct answer is option 'C'. Can you explain this answer?

Prerna Kaur answered
Advantages of Activated carbon:
i) Due to its adsorption property it removes taste, colour and odour
ii) It removes phenol type impurity
iii) When used in coagulants, it aids in coagulation
iv) It reduces the chlorine demand of water because some amount of chlorine is used to oxidise organic matter which is removed by activated carbon
v) Its overdose is not harmful

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