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 settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock's law, is
Options
A.
B.
C.
D.
Correct Answer
Waste Water Engineering problems
Search Results
1. The grit and silt of the grit chambers, may not be used for
Options
A. raising low lying areas by dumping
B. concreting
C. both (a) and (b)
D. neither (a) nor (b).
Show Answer
Scratch Pad
Discuss
Correct Answer: concreting
2. The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be
Options
A. 0.9 cm
B. 1.2 m
C. 1.5 m
D. > 1.5 m.
Show Answer
Scratch Pad
Discuss
Correct Answer: > 1.5 m.
3. For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of
Options
A. 100 cm
B. 120 cm
C. 140 cm
D. 160 cm
E. 180 cm.
Show Answer
Scratch Pad
Discuss
Correct Answer: 160 cm
4. Pick up the incorrect size of stone ware sewers
Options
A. 52.5 cm
B. 67.5 cm
C. 82.5 cm
D. 90 cm
E. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: none of these.
5. Pick up the correct statement from the following :
Options
A. the sewer pipes of sizes less than 0.4 m diameter are designed as running full at maximum discharge
B. the sewer pipes of sizes greater than 0.4 m diameter are designed as running 2/3rd or 3/4th full at maximum discharge
C. the minimum design velocity of sewer pipes is taken as 0.8 m/sec
D. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
6. In areas where light rains are uniformly distributed throughout the year, the type of sewerage system to be adopted is
Options
A. separate system
B. combined system
C. partially combined system
D. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: combined system
7. The intensity of rain is expressed in
Options
A. cm/minute
B. cm/hour
C. cm/day
D. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: cm/hour
8. The rate of accumulation of sludge per person per year, is
Options
A. 10 litres
B. 15 litres
C. 20 litres
D. 25 litres
E. 30 litres.
Show Answer
Scratch Pad
Discuss
Correct Answer: 20 litres
9. The formula
used for determining flow velocities in sewers, is known as
Options
A. Chezy's formula
B. Bazin's formula
C. Kutter's formula
D. Manning's formula.
Show Answer
Scratch Pad
Discuss
Correct Answer: Manning's formula.
10. The most efficient cross section of sewers in a separate sewerage system is
Options
A. parabolic
B. circular
C. rectangular
D. new egged.
Show Answer
Scratch Pad
Discuss
Correct Answer: circular
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