Head Loss Analysis of Piping System Installation in State-Owned Bank Building in Surabaya
Analisa Head loss Instalasi Sistem Piping Gedung Bank BUMN di Surabaya
DOI:
https://doi.org/10.21070/ups.8187Keywords:
Fittings, Head loss, PipeAbstract
The State-Owned Bank Building in Surabaya has a piping system used to distribute water from the roof tank to the garden water. Head loss that occurs in the piping system can affect the performance and efficiency of the system. This study aims to analyze the head loss in the piping system used to distribute water from the roof tank to the garden water. The research method used is the head loss analysis method using the Darcy-Weisbach equation formula. The results showed that the head loss in the piping system of the State-Owned Bank Building in Surabaya was 301,318.5293 m. Factors that affect head loss are pipe diameter, flow velocity, type of pipe and pipe accessories.
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