ANALYSIS AND PLANNING OF CLEAN WATER DISTRIBUTION SYSTEM OF SUMBER TOWO SPRING, SELOTAPAK VILLAGE
DOI:
https://doi.org/10.26740/rekats.v13n02.p393-403Keywords:
Clean water distribution, epanet, headloss, spring, velocityAbstract
Clean water is a crucial necessity for society. The Sumber Towo spring in Selotapak Village provides safe water for domestic and non-domestic use. However, the water distribution infrastructure is often inadequate, with issues such as pipe leaks and uneven distribution. This study aims to analyze clean water distribution using Epanet software. The research method employs a quantitative descriptive approach. The findings using Epanet 2.2 indicate a head loss of 17.83 m/km, which should be ≤10 m/km, and the lowest velocity recorded at 0.05 m/s, below the standard requirement of 0.3–0.6 m/s. Therefore, the head loss and velocity do not meet the standards set by SNI 03-7065-2005 and Permen PU No.18 of 2007. Consequently, a redesign of the clean water network is necessary. The study results suggest an elevation increase of 8 meters in the reservoir, from +651 meters to +659 meters, as well as a pipe diameter modification, which successfully reduces the highest head loss to 9.47 m/km from 17.83 m/km and increases the velocity to 0.4 m/s from 0.05 m/s. Thus, this analysis aligns with the standards set by SNI 03-7065-2005 and Permen PU No.18 of 2007.
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