For a town with a population of 2 lakhs, a water supply scheme is to be designed. The maximum daily demand may be assumed as 200 litre/capita/day. The storage reservoir is situated 5 km away from the town. Assuming loss of head from source to town as 10 m and coefficient of friction for the pipe material as 0.012, recommend the size of supply main 50% of daily demand has to be pumped in 8 hours for the proposed scheme.
For a town with a population of 2 lakhs, a water supply scheme is to be designed. The maximum daily demand may be assumed as 200 litre/capita/day. The storage reservoir is situated 5 km away from the town. Assuming loss of head from source to town as 10 m and coefficient of friction for the pipe material as 0.012, recommend the size of supply main 50% of daily demand has to be pumped in 8 hours for the proposed scheme.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For a town with a population of 2
lakhs, a water supply scheme is to be
designed. The maximum daily
demand may be assumed as 200
litre/capita/day. The storage reservoir
is situated 5 km away from the town.
Assuming loss of head from source
to town as 10 m and coefficient of
friction for the pipe material as 0.012,
recommend the size of supply main
50% of daily demand has to be
pumped in 8 hours for the proposed
scheme.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fef599915-2f65-4009-91a1-25cf24da9b90%2F63180cfd-45c7-45ef-bc1c-7dbc86c7f23b%2F1phyti_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For a town with a population of 2
lakhs, a water supply scheme is to be
designed. The maximum daily
demand may be assumed as 200
litre/capita/day. The storage reservoir
is situated 5 km away from the town.
Assuming loss of head from source
to town as 10 m and coefficient of
friction for the pipe material as 0.012,
recommend the size of supply main
50% of daily demand has to be
pumped in 8 hours for the proposed
scheme.
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