Explore topic-wise MCQs in Hazardous Waste Management.

This section includes 169 Mcqs, each offering curated multiple-choice questions to sharpen your Hazardous Waste Management knowledge and support exam preparation. Choose a topic below to get started.

151.

A constant radius arch dam is also sometimes called as _______________

A. constant centre arch dam
B. constant angle arch dam
C. variable angle arch dam
D. variable centre arch dam
Answer» B. constant angle arch dam
152.

For full reservoir condition in a gravity dam, the critical combination of vertical and horizontal earthquake accelerations to be considered for checking the stability is ________________________

A. vertically upward and horizontally downstream
B. vertically downward and horizontally downstream
C. vertically upward and horizontally upstream
D. vertically downward and horizontally upstream
Answer» C. vertically upward and horizontally upstream
153.

Transverse joints in concrete gravity dams are the ___________________________

A. horizontal construction joints at each lift height
B. vertical construction joints of full height and width
C. diagonal construction joints for torsion
D. longitudinal construction joints of full width
Answer» C. diagonal construction joints for torsion
154.

During the construction of an earthen dam by hydraulic fill method, development of pore pressure becomes important in the __________________

A. central impervious core
B. pervious outer shell
C. transition zone
D. both central core and outer shell
Answer» B. pervious outer shell
155.

For purely rigid streams, the foundation of the bridge substructure is taken above the bed.

A. True
B. False
C. May be True or False
D. Can't say
Answer» C. May be True or False
156.

Consider the following statements for quasi-alluvial streams.i. The bed is not pitched and sides are banked with stable soils or pitchingii. The bridge span length is equal to the length of water line between banks measured along HFLiii. The stream is not contractedWhich of the following statements are correct?

A. i and ii
B. ii and iii
C. i and iii
D. i,ii and iii
Answer» B. ii and iii
157.

What is the formula for limiting height of a gravity dam?

A. a
B. b
C. c
D. d
Answer» B. b
158.

What is the design frequency discharge for road bridges and culverts?

A. 1 in 100 years
B. 1 in 50 years
C. 1 in 75 years
D. 1 in 25 years
Answer» C. 1 in 75 years
159.

The existing width of the stream is contracted at the bridge site by _________

A. U/s wing walls
B. D/s wing walls
C. Canal wings
D. Drain wings
Answer» B. D/s wing walls
160.

WHAT_IS_THE_FORMULA_FOR_QUANTIFICATION_OF_LEACHATE_GENERATION_FROM_LANDFILL??$

A. I = P – P (CR/O) – AET +/- S
B. P = I – P (CR/O) – AET +/- S
C. I = S – P (CR/O) – AET +/- P
D. I = P – S (CR/O) – AET +/- Y
Answer» B. P = I ‚Äö√Ñ√∂‚àö√ë‚àö¬® P (CR/O) ‚Äö√Ñ√∂‚àö√ë‚àö¬® AET +/- S
161.

The lateral leachate collection pipes shall slope towards ____ pipe.$

A. Sump
B. Drain
C. Main
D. Longitude
Answer» D. Longitude
162.

What should be the slope percent between primary and secondary liners?

A. 1
B. 2
C. 3
D. 4
Answer» C. 3
163.

Drainage pipes of leachate collection system is filled with ____

A. Gravel
B. Dust
C. Clay
D. Grass
Answer» B. Dust
164.

PVC liners are suitable for landfills. True or False.

A. True
B. False
Answer» B. False
165.

What is the design permeability of the clay liner?

A. 10<sup>-8</sup>
B. 10<sup>-9</sup>
C. 10<sup>-10</sup>
D. 10<sup>-11</sup>
Answer» B. 10<sup>-9</sup>
166.

Which among the following is used as clay material for clay liner?

A. Kaolinite
B. Lead
C. Sulphur
D. Bromide
Answer» B. Lead
167.

Bentonite is mixed when there is not enough clay available at a site to construct a soil liner. True or False.

A. True
B. False
Answer» B. False
168.

Excavation of soil in a location for liner is known as ____ pit.

A. Dig
B. Borrow
C. Barrow
D. Excavated
Answer» C. Barrow
169.

Which of the following is the most important variable in the construction of soil liners?

A. Type of compaction
B. Permeability
C. Flammability
D. Ignitability
Answer» B. Permeability