The water need of a district with a future population of 38800 and average daily water consumption qort = 189 lt / N / day will be met by leakage pipes fed double-sided (at the end of the collection box). Water layer thickness H = 5 m, k = 0.0018 m / s and n = 0.02 are given. Standard pipe diameters and costs are given as follows: 0.4 m (60 TL / m), 0.7 m (70 TL / m), 1.0 m (80 TL / m) and 1.3 m (85 TL / m). Size the leaking tube so that it is most economical (diameter, length and slope). Average flow velocity is between 0.2-0.4 m / s.
The water need of a district with a future population of 38800 and average daily water consumption qort = 189 lt / N / day will be met by leakage pipes fed double-sided (at the end of the collection box). Water layer thickness H = 5 m, k = 0.0018 m / s and n = 0.02 are given. Standard pipe diameters and costs are given as follows: 0.4 m (60 TL / m), 0.7 m (70 TL / m), 1.0 m (80 TL / m) and 1.3 m (85 TL / m). Size the leaking tube so that it is most economical (diameter, length and slope). Average flow velocity is between 0.2-0.4 m / s.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The water need of a district with a future population of 38800 and average daily water consumption qort = 189 lt / N / day will be met by leakage pipes fed double-sided (at the end of the collection box). Water layer thickness H = 5 m, k = 0.0018 m / s and n = 0.02 are given. Standard pipe diameters and costs are given as follows: 0.4 m (60 TL / m), 0.7 m (70 TL / m), 1.0 m (80 TL / m) and 1.3 m (85 TL / m). Size the leaking tube so that it is most economical (diameter, length and slope). Average flow velocity is between 0.2-0.4 m / s.
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