Pipe sizing of district cooling distribution network using implicit Colebrook-White equation
An implicit solution of Colebrook-White equation was used in calculating the friction factor for commercial steel pipes using Newton-Raphson method with Reynolds number ranging from 4.0×103 to 1.3×107. Initial value for iterative friction factor estimation was based on expanded form of Colebrook-Whi...
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| Main Authors: | , , |
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| 格式: | text |
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Animo Repository
2016
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| 在線閱讀: | https://animorepository.dlsu.edu.ph/faculty_research/2795 |
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| 機構: | De La Salle University |