Evaluasi dan Optimalisasi Penyediaan Air Bersih Berbasis Masyarakat (Studi Kasus: Kawasan Langara Pesisir, Kab. Konawe Kepulauan)

  • Ilham Kari Darmawan Universitas Halu Oleo
  • Uniadi Mangidi Universitas Halu Oleo
  • Muriadin Muriadin Universitas Halu Oleo
  • Rudi Balaka Universitas Halu Oleo
Keywords: Clean Water, EPANET 2.2, Evaluation, Distribution Network

Abstract

The Langara Coastal area is the economic center area of the capital city of Konawe Islands Regency. However, the provision of clean water as a basic need is still not fulfilled, this is because the source of clean water in the Langara Coastal Area currently still depends on Community Self-Help, as a result, water distribution is carried out in shifts. This research aims to determine air needs, the condition of the existing distribution network, and optimize the clean water distribution system. Air requirements are calculated using an analysis of population projections for 15 years. Analysis of pipe hydraulics using EPANET 2.2 Software, and air flow by gravity using PVC pipes. The analysis results show that the population in 2036 will be 1816 people with peak hour water demand of 4.13 l/sec. The condition of the existing distribution network shows that all Junctions have an average pressure of 9 atm. Meanwhile, the pipe with the highest speed at P3 is 0.47 m/s and the speed at P15 is 0.04 m/s, indicating that the existing conditions do not meet the technical criteria of Minister of PUPR Regulation No. 27/PRT/M/2016. So to increase the flow speed it is necessary to change the pipe dimensions at several points. In peak hour optimization simulations, the maximum speed occurs in pipes P2, P3, P4, and P10, namely 2.61 m/s, while the lowest speed occurs in pipe P21, namely 0.30 m/s. The results of this optimization are by the speed criteria in Minister of PUPR Regulation No.27/PRT/M/2016

Downloads

Download data is not yet available.

References

Alamsyah, S. (2007). Merakit Sendiri Alat Penjernih Air untuk Rumah Tangga. Kawan Pustaka.

Burako, M. V. (2018). Proyeksi Kebutuhan Air Bersih pada Tahun 2021 di Kota Pulang Pisau Menggunakan Metode Aritmatik. Media Ilmiah Teknik Sipil, 6(2), 79–84.

Dwidjoseputro. (2003). Dasar-Dasar Mikrobiologi. Djambatan.

Guo, W., Wang, B., & Zhao, L. (2021). A Visual Software Implementation of Numerical Simulation for Transient Process of Pipeline Network System of Water Supply Project. Energies, 14(15). https://doi.org/10.3390/en14154606

Hajia, M. C., Binilang, A., & Wuisan, E. M. (2015). Perencanaan Sistem Penyediaan Air Bersih Di Desa Taratara Kecamatan Tomohon Barat. Juenal TEKNO, 13(64).

Indrawan, I., & Ivan Faisal, M. (2020). Evaluasi Sistem Distribusi Air Bersih PDAM Tiranadi Cabang Kota Padangsidimpuan dengan Menggunakan Epanet 2.0 (1382). http://repositori.usu.ac.id/handle/123456789/29696

Kalensun, H., Kawet Lingkan, & Fuad, H. (2016). Perencanaan sistem jaringan distribusi air bersih di Kelurahan Pangolombian Kecamatan Tomohon Selatan. Jurna; Sipil Statik, 4(2), 105–115.

Kecamatan Wawonii Barat Dalam Angka 2020, Badan Pusat Statistik (BPS) (2020).

Kodatie, J. R. (2003). Pengelolaan Sumber Daya Air Dalam Otonomi Daerah. Himpunan Ahli Teknik Hidraulik Indonesia.

Kurniawati, D. (2013). Perencanaan Pengembangan Sistem Distribusi Air Minum Sumber Mata Air Umbulan di Wilayah Pelayanan Offtake Gedangan Kabupaten Sidoarjo [Tesis]. Institut Teknologi Sepuluh November.

Mimik, F. A. (2017). Evaluasi Eksisting dan Upaya Perbaikan Pelayanan SPAM PDAM Kota Mojokerto [Master Thesis]. Institut Teknologi Sepuluh Nopember.

Peraturan Menteri Pekerjaan Umum Dan Perumahan Rakyat No.27/PRT/M/2016 Tentang Penyelenggaraan Sistem Penyediaan Air Minum (2016).

Peraturan Menteri Pekerjaan Umum Dan Perumahan Rakyat Nomor 18 Tentang Penyelenggaraan Pengembangan Sistem Penyediaan Air Minum, (2007).

Peraturan Pemerintah Republik Indonesia Nomor 122 Tahun 2015 Tentang Sistem Penyediaan Air Minum (2015).

Pratama, R. R. (2018). Perencanaan Sistem Jaringan Distribusi Air Minum di Kecamantan Pantai Labu Kabupaten Deli Serdang [Skripsi]. Universitas uUmatera Utara.

Primejdie, L. G., Achim, A. V., Bucur, D. M., Dunca, G., & Georgescu, S.-C. (2021). Rural water distribution system with groundwater supply and water tower: Numerical modelling in EPANET 2.2. IOP Conference Series: Earth and Environmental Science, 664(1), 12040. https://doi.org/10.1088/1755-1315/664/1/012040

Radianta, T. (2008). Sistem Penyediaan Air Minum Perpipaan. Gajah Mada Unversity Press.

Ramadhayanti, N. R., & Helda, N. (2021). Jurnal RIVET (Riset dan Invensi Teknologi). Jurnal RIVET (Riset Dan Invensi Teknologi), 01(1), 48–56. https://doi.org/https://doi.org/10.47233/rivet.v1i01.228

Salim, M. A. (2019). Analisis Kebutuhan dan Ketersediaan Air Bersih (Studi Kasus Kecamatan Bekasi Utara) [Skripsi]. Universita Islam Negeri Syarif Hidayatullah.

Santosa, B. (2020). Analisa Optimasi Diameter Jaringan Pipa Distribusi Air Bersih Dengan Menggunakan Software Epanet, Lingo Di Jalur Sentul City Pdam Tirta Kahuripan Kabupaten Bogor, Jawa Barat. Jurnal Teknologi Dan Rekayasa Sipil, 14(2). https://doi.org/https://doi.org/10.21776/ub.rekayasasipil.2020.014.02.8

Taringan, I. R. T. (2017). Perencanaan Jaringan Distribusi PDAM Tirta Uli pada Wilayah Perumahan Martoba Land Kota Pematang Siantar [ Undergraduate Papers]. Universitas Sumatera Utara.

Udju, J. I. R. (2014). Evaluasi Jaringan Perpipaan Distribusi Air Bersih Daerah Layanan Kamelimabu Kecamatan Katikutana Selatan Kabupaten Sumba Tengah [Skripsi]. Institut Teknologi Nasional

Published
2024-04-23
How to Cite
Darmawan, I., Mangidi, U., Muriadin, M., & Balaka, R. (2024). Evaluasi dan Optimalisasi Penyediaan Air Bersih Berbasis Masyarakat (Studi Kasus: Kawasan Langara Pesisir, Kab. Konawe Kepulauan). Sultra Civil Engineering Journal, 5(1), 241-253. https://doi.org/10.54297/sciej.v5i1.593