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
In very first stage of decomposition of the organic matter in sewage
Options
A. nitrites are formed
B. nitrates are formed
C. carbondioxide is formed
D. ammonia is formed.
Correct Answer
ammonia is formed.
Waste Water Engineering problems
Search Results
1. To maintain aerobic biological activity, the moisture content of the compost mass should be about
Options
A. 45%
B. 50%
C. 55%
D. 60%.
Show Answer
Scratch Pad
Discuss
Correct Answer: 55%
2. The sewer pipes
Options
A. carry sewage as gravity conduits
B. are designed for generating self-cleansing velocities at different discharge
C. should resist the wear and tear caused due to abrasion
D. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
3. Bottom openings 15 cm x 15 cm in the standing baffle wall are provided
Options
A. 15 cm c/c
B. 22.5 cm c/c
C. 30 cm c/c
D. 50 cm c/c.
Show Answer
Scratch Pad
Discuss
Correct Answer: 22.5 cm c/c
4. If the discharge of a sewer running half is 628 1.p.s.,
i
= 0.001, and
n
= 0.010, the diameter of the sewer, is
Options
A. 1.39 m
B. 1.49 m
C. 1.59 m
D. 1.69 m
E. 1.79 m.
Show Answer
Scratch Pad
Discuss
Correct Answer: 1.69 m
5. A manhole is generally provided at each
Options
A. bend
B. junction
C. change of gradient
D. change of sewer diameter
E. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
6. The normal values of over flow rates for secondary sedimentation tanks, ranges between
Options
A. 25, 000 to 35, 000 litres/sqm/day
B. 40, 000 to 50, 000 litres/sqm/day
C. 50, 000 to 60, 000 litres/sqm/day
D. 80, 000 to 10, 000 litres/sqm/day
E. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: 25, 000 to 35, 000 litres/sqm/day
7. If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is
Options
A. 50 ppm
B. 100 ppm
C. 150 ppm
D. 200 ppm
E. 250 ppm.
Show Answer
Scratch Pad
Discuss
Correct Answer: 200 ppm
8. The following is the physical characteristic of sewage
Options
A. turbidity
B. colour
C. odour
D. temperature
E. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
9. Pick up the correct statement from the following :
Options
A. Maximum daily flow = 2 times the average daily flow
B. Maximum daily flow =
x average daily flow
C. Sewers are designed for minimum permissible velocity at minimum flow
D. All the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: All the above.
10. The underground sewers are more subjected to
Options
A. tensile force
B. compressive force
C. bending force
D. shearing force.
Show Answer
Scratch Pad
Discuss
Correct Answer: compressive force
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