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Gaziantep City has P2000=1,500,000, P2010=1,750,000 and (P.F.)day=1.6. The available maximum rate of water for Gaziantep City is 420,000 m3 /day. Using the Turkish Bank of Provincy extrapolation: a) Find the year until when the available water would be sufficient to meet the demands of Gaziantep City during the maximum demand day. b) Find the capacity of the distribution reservoir in m3 if it is designed for the sum of 45% of the average daily demand and a fire discharge of 160 lt/s lasting 12 hours

Gaziantep City has P2000=1,500,000, P2010=1,750,000 and (P.F.)day=1.6. The available maximum rate of water for Gaziantep City is 420,000 m3 /day. Using the Turkish Bank of Provincy extrapolation: a) Find the year until when the available water would be sufficient to meet the demands of Gaziantep City during the maximum demand day. b) Find the capacity of the distribution reservoir in m3 if it is designed for the sum of 45% of the average daily demand and a fire discharge of 160 lt/s lasting 12 hours

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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) Gaziantep City has P2000=1,500,000, P2010=1,750,000 and (P.F.)day=1.6. The available maximum rate of water for Gaziantep
City is 420,000 m3
/day. Using the Turkish Bank of Provincy extrapolation:
a) Find the year until when the available water would be sufficient to meet the demands of Gaziantep City during the
maximum demand day.
b) Find the capacity of the distribution reservoir in m3
if it is designed for the sum of 45% of the average daily demand and a
fire discharge of 160 lt/s lasting 12 hours.

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