B Answer ALL Questions.
PART A – (10 x 2 = 20 marks)
1. Define design period. CO1 L1RE
Question Paper Code : SRMTRPEN8491 2. Determine the fire demand for a city with a CO1 L5EV
population of 3500 using Freeman's formula.
3. Estimate the head loss in a C.I transmission main CO2
B.E / B.Tech DEGREE MODEL EXAMINATION Nov/ Dec - 2022 L2UN
300mm indiameter and 2 km in length with C=100,
Fifth Semester when it carries a flow of 10m /min.
Department of Civil Engineering 4. What is the principle of centrifugal pump and CO2 L3AP
reciprocating pumps?
EN8491 WATER SUPPLY ENGINEERING 5. List out advantages of rapid sand filter. CO3 L1RE
(Regulation 2017) 6. Explain the term coagulation. CO3 L1EV
Time: 180 minutes Maximum: 100Marks 7. What are Membrane Bioreactors? CO4 L5EV
8. Describe about the term water softening. CO4
L2UN
Course Outcomes: The Student will be able to 9. CO5
Name the appurtenances used in water distribution L1RE
Insight into the structure of drinking water supply systems, including system.
CO1: water transport, treatment and distribution 10. What is a surface reservoir? CO5 L3AP
Acquire knowledge in various unit operations and processes in water
CO2: treatment
PART B – (5 x 13= 65 marks)
Design the various functional units in water treatment
CO3:
Understand the water quality criteria and standards, and their
11 a. The population of a town as per census CO1 L1RE
CO4: relation to public health records is given below. Calculate the
population in the year 2020 and 2035 using
Design and evaluate water supply project alternatives on basis of arithmetical increase method and incremental
CO5: chosen criteria
increase method. Estimate the water demand
Optimize the design of distribution system for water based on the real at 135 LPCD for the year 2035.
CO6: time requirement.
year 1935 1955 1975 1995 2015
populat 99850
39250 54390 68010 83630
ion
(Or)
B 14. b. Explain about the analysis of CO4 L2UN
distribution networks in water
11. b. Summarize various sources of water and give CO1 L2UN distribution and supply to buildings.
a brief account of the characteristics of water.
15. a. Summarize few lines about leak CO5 L3AP
12 a In a water supply scheme to be designed for CO2 L3AP detection and explain its methods. How
serving a population of 4 lakhs, the storage to maintain the drinking water pipe line
reservoir is situated at 8 km away from the city system.
and the loss of head from the source to city is (Or)
16 m. Calculate the size of supply main by 15. b. Discuss Hardy-cross method and CO5 L4AN
using Weisbach formula as well as Hazen’s Equivalent pipe method to analyze
formula assuming a maximum daily demand of complex pipe network.
180 liters per day per person and half of the
daily supply to be pumped in 8 hours. Assume
coefficient of friction for the pipe material PART C – (1 x 15 = 15 marks)
as 0.012 in Weisbach formula and CH =130 in
Hazen’s formula. 16. a. Write a note on Iron removal from CO4 L6CR
(Or) water for small communities.
12. b. Explain the different types of pumps used in CO2 L4AN (Or)
water supplies with a neat sketch 16. b. Explain the activated carbon CO5 L4AN
treatments and pollutants removed
13. a. Explain about the process carried out in CO3 L1RE and advantages of the process.
sedimentation tanks and sand filters during
water treatment operation.
(Or)
13. b. Show the mechanism of sand filtration. Draw a CO3 L1RE
Bloom’s L2UN - L5EV –
neat sketch of filter unit sand explain its L1RE- L3AP- L4AN - L6CR–
Taxonomy Understa Evalua
working principle Remember Apply Analyze Create
Level (BTL) nd te
Marks 45 30 30 54 6 15
Percentage
14. a. What is the role of computer CO4 L4AN
distribution
25% 16.66% 16.66% 30% 3.33% 7.38%
applications in the water distribution
system?
(Or)
