Simulation of Pipe Networks Using EPANET to Optimize Water Supply : a Case Study for Arjawinangun Area, Indonesia

• Autorzy: Safitri Adam , Wahyudi Slamet Imam , Soedarsono

Identyfikatory

DOI

10.2478/heem-2023-0002

• Języki publikacji: EN

Abstrakty

EN

In providing clean water services to a community, a clean water supply distribution network system is very important. This study is aimed at the determination of the distribution pipe network by simulating and optimizing the water supply system in the Arjawinangun area, Cirebon, West Java, Indonesia. The data collected was analyzed by using EPANET 2.0 software for modelling water distribution systems. The results show that the total domestic and non-domestic water demand is 391.41 l/s, with a leakage rate of 20%. The pipeline installation plan for the Arjawinangun area is planned to be installed for a length of 23,045 m, with pipe diameters ranging from 400 to 90 mm. The Arjawinangun Area Offtake Reservoir drainage system, which is at an elevation of +25 m above sea level, requires a distribution pump with a head (H) of 6.0 bar. Also, using the gravity distribution technique, a water tower can be built (55 m) as a water supply booster pump.

Słowa kluczowe

EN

drinking water; EPANET 2.0; hydraulic simulation; optimization; pipeline Network

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2023
• Tom: Vol. 70, nr 1
• Strony: 17--28
• Opis fizyczny: Bibliogr. 17 poz., rys., tab., wykr.

Twórcy

autor

Safitri Adam

• Faculty of Engineering, Universitas Islam Sultan Agung Semarang, Raya Kaligawe Km. 4 Street, Semarang 50112, Indonesia
• Civil Engineering Study Program, Sekolah Tinggi Teknologi Cirebon, 11 Evakuasi Street, Cirebon 45135, Indonesia

autor

Wahyudi Slamet Imam

• Faculty of Engineering, Universitas Islam Sultan Agung Semarang, Raya Kaligawe Km. 4 Street, Semarang 50112, Indonesia

autor

Soedarsono

• Faculty of Engineering, Universitas Islam Sultan Agung Semarang, Raya Kaligawe Km. 4 Street, Semarang 50112, Indonesia

Bibliografia

• Admodjo P. S., Sangkawati S. (2009) Evaluasi dan Prediksi Pengelolaan Jaringan Air BersihIKK Brangsong Kabupaten Kendal Berbasis Sistem Informasi Geografis dalam Rangka MendukungMillenium Development Goals (MDGs), Media Komunikasi Teknik Sipil, 17 (1), 98–109,https://doi.org/10.14710/mkts.v17i1.3417.
• Ali M. A. (2016) Pengembangan sistem jaringan distribusi air bersih di Kecamatan Turen, Media TeknikSipil, 9 (2), 161–163, https://doi.org/10.22219/jmts.v9i2.1202.
• Finanda R. D., Nurhuda S., Kadir A., Salamun S. (2013) Perencanaan jaringan distribusi air bersie Perumnas Banyumanik, Kota Semarang, Jurnal Karya Teknik Sipil, 2 (3), 116–122.
• Hassan F., Masduqi A. (2014) Pemodelan penurunan sisa chlor jaringan distribusi air minum dengan EPANET (Studikasus Kecamatan Sukun Kota Malang), Jurnal Teknik ITS, 3 (2), 1–5 http://dx.doi.org/10.12962/j23373539.v3i2.7866.
• Joko T. (2010) Raw water unit in drinking water supply system, Graha Ilmu, Yogyakarta.
• Linsley R. K., Franzini J. B. (1996) Water resources engineering, Erlangga, Jakarta.
• Ministry of PublicWorks (1998) Technical guidelines for planning, implementation and supervision of urban drinking water supply system (SPAM) management, Directorate General of Human Settlements, Jakarta.
• Ministry of Public Works (2007) Implementation of drinking water supply system development, Directorate General of Human Settlements, Jakarta.
• Ministry of Public Works (2015) Drinking water supply system, Directorate General of Human Settlements, Jakarta.
• PDAM Tirta Jati (2018) PDAM Tirta Jati Arjawinangun service range, PDAM Tirta Jati, Cirebon, https://pdamtirtajati.com/.
• Rosadi M. I. (2011) Planning for the development of distribution network system for PDAM IKK Durenan, Trenggalek Regency, Master Thesis, Sepuluh Nopember Institute of Technology, Indonesia.
• Rossman L. A. (2000) EPANET 2 user’s manual, water supply and water resources, Division National Risk Management Research Laboratory, Cincinnati.
• Sela L., Salomons E., Housh M. (2019) Plugin prototyping for the EPANET software, Environmental Modelling and Software, 119, 49–56, https://doi.org/10.1016/j.envsoft.2019.05.010.
• Sukadana I. G. K. (2017), Perencanaan dan kajian teknis sistem perpipaan air bersih di Desa Kenderan-Gianyar, Buletin Udayana Mengabdi, 11 (2), 66–69.
• Triatmodjo, B. (2003) Hidraulika, Beta Offset, Yogyakarta.
• Wahyuni I., Affandy N. A. (2018) Sistem penyediaan dan distribusi air bersih di Desa Tlogoagung, Kecamatan Kembangbahu, Kabupaten Lamongan dengan EPANET 2.0, Jurnal Teknika, 10 (1), 993–998, https://doi.org/10.30736/teknika.v10i1.206.
• Zamzami Z., Azmeri A., Syamsidik S. (2018) The clean water distribution network system for the freshwater PDAM, Central Aceh Regency, Journal of Archive in Civil Engineering and Planning, 1 (1), 132–141, https://doi.org/10.24815/jarsp.v1i1.10330.