Pipe sizing for district cooling distribution network
An implicit solution of Colebrook-White equation was developed in calculating the friction factor for commercial steel pipes using iterative approach such as Newton-Raphson method with Reynolds number ranging from 4.0×103 to 5.9×106. The initial value for iterative friction factor estimation was bas...
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| Main Authors: | , , |
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| Format: | text |
| Published: |
Animo Repository
2013
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| Subjects: | |
| Online Access: | https://animorepository.dlsu.edu.ph/faculty_research/12012 |
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| Institution: | De La Salle University |