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Environmental engineering UNIT 2

Total questions: 30

Worksheet time: 28mins

Name
Class
Date
1.

The main objective of water treatment is to:

a)

Remove turbidity

b)

Remove color

c)

Make water safe for drinking

d)

Remove hardness

2.

The velocity of flow in a sedimentation tank is to be kept ______ than the settling velocity.

a)

Lower

b)

Higher

c)

Equal

d)

Very much higher

3.

The detention period of a plain sedimentation tank usually ranges from:

a)

30-60 min

b)

1-2 hrs

c)

4-8 hrs

d)

12-24 hrs

4.

Jar test is conducted to determine:

a)

Hardness of water

b)

Coagulant dose

c)

pH of water

d)

Turbidity

5.

The most commonly used coagulant in India is:

a)

Ferrous sulphate

b)

Alum

c)

Chlorine

d)

Ferric chloride

6.

Which type of sedimentation tank is most commonly used?

a)

Rectangular

b)

Circular

c)

Square

d)

None

7.

Flocculation is a process of:

a)

Settling of particles

b)

Formation of flocs

c)

Killing bacteria

d)

Aeration

8.

Which of the following gases is used for disinfection apart from chlorine?

a)

Ozone

b)

Nitrogen

c)

CO₂

d)

SO₂

9.

In rapid sand filters, the rate of filtration is:

a)

50–150 lph/m²

b)

200–400 lph/m²

c)

3000–6000 lph/m²

d)

6000–9000 lph/m²

10.

In slow sand filters, the rate of filtration is:

a)

50–150 lph/m²

b)

100–200 lph/m²

c)

3000–6000 lph/m²

d)

6000–9000 lph/m²

11.

The allowable turbidity for water entering filtration units is:

a)

10 NTU

b)

30 NTU

c)

50 NTU

d)

100 NTU

12.

In slow sand filter, cleaning is done by:

a)

Backwashing

b)

Scraping of sand layer

c)

Chemical washing

d)

Air scouring

13.

Break point chlorination is applied to ensure:

a)

Removal of hardness

b)

Complete disinfection

c)

Control of turbidity

d)

Softening

14.

The main disadvantage of alum as coagulant is:

a)

Low availability

b)

High cost

c)

Requires alkalinity

d)

Requires acidity

15.

Find the detention time of a sedimentation tank of 20 m × 10 m × 3 m size with flow of 600 m³/hr.

a)

0.5 hr

b)

1 hr

c)

2 hr

d)

3 hr

16.

What is the minimum residual chlorine desired after the chlorination process?

a)

0.2 ppm

b)

2 ppm

c)

20 ppm

d)

1 ppm

17.

The settling velocity of spherical particles of diameter D is proportional to

a)

A. D

b)

B. D³

c)

C. D⁴

d)

D. D²

18.

The time period for which the water is stored in a sedimentation tank is called ____

a)

Time of flow

b)

Frequency of flow

c)

Settling time

d)

Detention period

19.

Zero hardness in water is achieved by

a)

Lime soda process

b)

Excess lime treatment

c)

Ion exchange method

d)

Using excess alum dosage

20.

Which coagulant is widely used for sewage treatment?

a)

Alum

b)

Ferric chloride

c)

Lime

d)

Ferric sulphate

21.

Backwashing is highly effective in case of

a)

Rapid sand filter

b)

Slow sand filter

c)

Pressure filter

d)

Both slow sand and rapid sand filter

22.

Which coagulant is widely used for sewage treatment?

a)

Alum

b)

Ferric chloride

c)

Lime

d)

Ferric sulphate

23.

A city has a population of 10000 with an average demand of 160 lpcd. Find the area of rapid sand filter if filtration rate is 4500 liters per hour per m².

a)

222.22 m²

b)

160 m²

c)

148.13 m²

d)

445.5 m²

24.

In water treatment, when compared with rapid sand filter, slow sand filter produces

a)

More contaminated effluent

b)

Less contaminated effluent

c)

Equally contaminated effluent

d)

Uncertain

25.

The process of passing water through beds of granular material is known as

a)

Filtration

b)

Chlorination

c)

Infiltration

d)

Disinfection

26.

Mixing of coagulant with water is carried out in:

a)

Flash mixer

b)

sedimentation tank

c)

filter bed

d)

chlorination tank

27.

Which of the following is not a unit operation of water treatment?

a)

Sedimentation

b)

Coagulation

c)

Aeration

d)

Disinfection

28.

Chlorination is done for:

a)

softening of water

b)

disinfection of water

c)

turbidity removal

d)

color removal

29.

Average dose of chlorine used in water treatment is

a)

0.1-0.2 mg/l

b)

0.5-2.0 mg/l

c)

2-5 mg/l

d)

10 mg/l

30.

Efficiency of sedimentation tank increases by the use of

a)

Aeration

b)

Coagulants

c)

Chlorination

d)

Activated carbon