CuriousTab
Search
CuriousTab
Home
Aptitude
Computer
C Programming
C# Programming
C++ Programming
Database
Java Programming
Networking
Engineering
Biochemical Engineering
Biochemistry
Biotechnology
Chemical Engineering
Civil Engineering
Computer Science
Digital Electronics
Electrical Engineering
Electronics
Electronics and Communication Engineering
Mechanical Engineering
Microbiology
Technical Drawing
GK
Current Affairs
General Knowledge
Reasoning
Data Interpretation
Logical Reasoning
Non Verbal Reasoning
Verbal Ability
Verbal Reasoning
Exams
AIEEE
Bank Exams
CAT
GATE
IIT JEE
TOEFL
Jobs
Analyst
Bank PO
Database Administrator
IT Trainer
Network Engineer
Project Manager
Software Architect
Discussion
Home
‣
Civil Engineering
‣
Waste Water Engineering
Comments
Question
The detention time of a circular tank of diameter
d
and water depth
H
, for receiving the sewage
Q
per hour, is
Options
A.
B.
C.
D.
Correct Answer
Waste Water Engineering problems
Search Results
1. Chlorination of water is done for the removal of
Options
A. bacterias
B. suspended solids
C. sediments
D. hardness.
Show Answer
Scratch Pad
Discuss
Correct Answer: bacterias
2. The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is
Options
A. 0.68 m
B. 0.88 m
C. 1.36 m
D. 1.76 m.
Show Answer
Scratch Pad
Discuss
Correct Answer: 1.36 m
3. In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept
Options
A. 10.0
B. 5.0
C. 2.0
D. 0.25
Show Answer
Scratch Pad
Discuss
Correct Answer: 0.25
4. A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is
Options
A. 0.30 m/sec
B. 0.35 m/sec
C. 0.40 m/sec
D. 0.45 m/sec
E. 0.50 m/sec.
Show Answer
Scratch Pad
Discuss
Correct Answer: 0.45 m/sec
5. Aerobic bacterias
Options
A. flourish in the presence of free oxygen
B. consume organic matter as their food
C. oxidise organic matter in sewage
D. All the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: All the above.
6. The ratio of minimum hourly flow to the average flow of sewage is
Options
A. 1/4
B. 1/3
C. 1/2
D. 3/4
Show Answer
Scratch Pad
Discuss
Correct Answer: 1/3
7. Dilution method of disposing off sewage, is not preferred to
Options
A. when sewage is fresh
B. when diluting water has high dissolved oxygen content
C. when diluting water is used for water supply near the point of sewage disposed
D. when the diluting water is having flow currents
E. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: when diluting water is used for water supply near the point of sewage disposed
8. An inverted siphon is designed generally for
Options
A. one pipe
B. two pipes
C. three pipes
D. four pipes.
Show Answer
Scratch Pad
Discuss
Correct Answer: three pipes
9. The non-clog pump which permits solid matter to pass out with the liquid sewage, is
Options
A. centrifugal pump
B. reciprocating pump
C. pneumatic ejector
D. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: centrifugal pump
10. Pick up the in-correct statement from the following :
Options
A. Manholes are provided in sewer pipes at suitable intervals
B. Catch basins are generally provided in sewers for carrying drainage discharge
C. Inlets are generally provided in all sewers
D. None of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: Inlets are generally provided in all sewers
Comments
There are no comments.
Enter a new Comment
Save
More in Civil Engineering:
Advanced Surveying
Airport Engineering
Applied Mechanics
Building Construction
Building Materials
Concrete Technology
Construction Management
Docks and Harbours
Elements of Remote Sensing
Engineering Economy
Estimating and Costing
GATE Exam Questions
Highway Engineering
Hydraulics
Irrigation
Railways
RCC Structures Design
SI Units
Soil Mechanics and Foundation Engineering
Steel Structure Design
Strength of Materials
Structural Design Specifications
Surveying
Theory of Structures
Tunnelling
UPSC Civil Service Exam Questions
Waste Water Engineering
Water Resources Engineering
Water Supply Engineering