Perencanaan Sistem Distribusi Air Bersih Menggunakan Program Epanet 2.2 (Studi Kasus : Desa Waesamu, Kecamatan Kairatu Barat, Kabupaten Seram Bagian Barat)

Authors

  • Charles Johandersson. Tiwery UNIVERSITAS KRISTEN INDONESIA MALUKU, Indonesia
  • Mesye Aksmince Tiwery UNIVERSITAS KRISTEN INDONESIA MALUKU, Indonesia

DOI:

https://doi.org/10.51135/manumatav10i2p121-130

Keywords:

Water, Water Needs, Discharge, Distribution, Epanet

Abstract

Water is a very important source of life for all living things. Humans themselves need water to fulfill basic needs such as drinking, bathing, washing, and many more. To ensure adequate water supply, water must meet several requirements, such as cleanliness, health and sustainability. The clean water distribution system is a piping system prepared inside and outside the building to convey clean water from the source to the outlet. The current condition of water availability is basically very limited. Meanwhile, along with the rapid increase in population, the need for water is increasing. So it is necessary to calculate the population's water needs for the coming year, as well as the available water flow at water sources and the system for providing it to the community. Data collection and analysis methods used in this research are calculating discharge at water sources (rivers) and analyzing population using Arithmetic, Geometry and Least Square methods to determine water needs. And using Epanet 2.2 software to create a piping system for the water supply system in the community. Based on calculations and modeling using Epanet 2.2 software for planning the clean water distribution system in Waesamu Village, West Kairatu District, West Seram Regency, several conclusions were obtained, namely that the need for clean water in the next 20 years in Waesamu Village is 2.3524 ltr/sec, with a discharge at the water source, namely 0,500 m3/sec or 500 ltr/sec, with this amount, a clean water network system model was created using Epanet 2.2 software and the result was Run Successful, which means that the piping distribution ran 100%.

References

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Published

2025-01-28

Issue

Vol. 10 No. 2 (2024): Manumata Jurnal Teknik

Section

Articles

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