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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Bibliographic Details
Main Authors: Augusto, Gerardo L., Culaba, Alvin B., Tanhueco, Renan T.
Format: text
Published: Animo Repository 2013
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Online Access:https://animorepository.dlsu.edu.ph/faculty_research/12012
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Institution: De La Salle University
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