Evaluasi Sistem Jaringan Distribusi Air Perundang-undangan Giri Tirta Kabupaten Gresik Menggunakan Epanet 2.2 Di Perumahan Greenland Menganti

Authors

  • Suko Harjoko Nur Universitas Gresik
  • Ikhti Sholiyah
  • Hasti Suprihatin

Keywords:

network, distribution, Pressure, Velocity, EPANET

Abstract


Perumda Giri Tirta Gresik Regency as the provider of clean water in Gresik Regency will develop a distribution pipe network in the Greenland Menganti Housing Complex in the next few years. Before development is carried out on the network, it is necessary to evaluate the existing condition of the distribution network system in the housing complex to analyze the problems that occur in the clean water distribution system. In evaluating the clean water distribution network system, researchers used EPANET 2.2 software. This research is a type of descriptive qualitative research. Observations were carried out by observing the condition of the existing water distribution pipe network, water pressure, water discharge and water flow speed in the Greenland Menganti Housing Complex. The results of running EPANET 2.2 software show that the lowest pressure value in the distribution network system is 12.04 mka and the highest pressure value is 19.59 mka. These results are still in accordance with Minister of Public Works Regulation Number 18/PRT/M/2007 for the minimum pressure criteria in distribution pipes is 5-10 mka at the furthest service reach point. The running results of the water flow velocity value in the pipe or velocity show the lowest value of 0.03 m/s, while the highest velocity value is 2.5 m/s. According to Minister of Public Works Regulation Number 18/PRT/M/2007, the permitted velocity value is 0.3 – 2.5 m/s, so these results are not in accordance with the planning criteria. An alternative to overcome this is to change the dimensions of the network pipes in several areas that are deemed less than optimal. In the process of evaluating this distribution network system only includes alternative solutions in general in accordance with existing literature without including comparison network images that have been processed in such a way as to obtain optimal data.

References

Haq, B. and Masduqi, A., 2014, Sistem Distribusi Air Siap Minum PDAM Kota Malang: Studi Kasus Kecamatan Blimbing. Jurnal Teknik Pomits. 3 (2) pp. 182–187. http://ejurnal.its.ac.id/index.php/teknik/article/view/7865.

Moleong, L.J., 2006. Qualitative Research Methodology. Bandung. PT Remaja. Rosdakarya.

Damanhuri, E., 1989. Pendekatan Sistem Dalam Pengendalian dan Pengoperasian Sistem Jaringan Distribusi Air Minum. Bandung. Jurusan Teknik Lingkungan. FTSP-ITB

Silvia, C.S., 2016. Kajian Tingkat Kehilangan Air dengan Metode NRW Pada PDAM Tirta Meulaboh. Jurnal Teknik Sipil Universitas Teuku Umar. 4 (2). pp. 11–20.

Bambang, T., 2013. Hidrologi Terapan Edisi Ke Dua. Yogyakarta. Erlangga.

Agustina, D.V., 2007. Analisa Kinerja Sistem Distribusi Air Bersih PDAM (Studi Kasus Perumnas Banyumanik Kel. Srondol Wetan). Magister Teknik Sipil, Universitas Diponogero. p. 101. http://eprints.undip.ac.id/15472/1/Dian_ Vita_Agustina.pdf

Rosadi, 2011. Perencanaan Pengembangan Sistem Jaringan Distribusi PDAM IKK Durena Kabupaten Trenggalek.

Rossman, L.A., 2000. Epanet 2 Users Manual Versi Bahasa Indonesia.

Perumda Giri Tirta Kabupaten Gresik, 2020. Analisis Pemasangan Jaringan Perpipaan Perumahan Greenland Menganti.

Suryadi dan M. Gasali, 2019. Analisis Kebutuhan Air Bersih Studi Kasus Perencanaan Jaringan Pipa Ditribusi di Desa Pengalihan Kecamatan Keritang Kabupaten Indragiri Hilir dengan Aplikasi EPANET 2.0. Jurnal Bappeda Vol. 5 No. 1 April 2019.

Taini, I.P. dan Purnomo, A., 2017. Studi Kehilangan Air Komersial (Studi Kasus: PDAM Kota Kendari Cabang Pohara). Jurnal Teknik ITS. 6 (2). https://doi.org/10.12962/j23373539.v6i2.25181

Ramadhan, A., 2014. Analisis Hidrolika Sistem Jaringan Distribusi Air Minum. Jurnal Teknik Sipil dan Lingkungan. 2 (2). pp. 525–531.

Kementerian Pekerjaan Umum dan Tata Ruang RI, 2007. Peraturan Menteri Pekerjaan Umum dan Tata Ruang Nomor 18/PRT/M/2007 tentang Penyelenggaraan Pengembangan Sistem Penyediaan Air Minum.

Hossain, S. dkk, 2021. Modelling and incorporating the variable demand patterns to the calibration of water distribution system hydraulic model water (Switzerland). 13(20). pp. 1–17. https://doi.org/10.3390/w13202890.

R. A. Prasasti and G. Samudro, “Analisis Fluktuasi Pemakaian Air Pdam Tirta Moedal Kota Semarang Wilayah Studi Dma Tejosari Dan Mega Bukit Mas,” J. Presipitasi Media Komun. dan Pengemb. Tek. Lingkung., vol. 15, no. 2, p. 106, 2018, doi: 10.14710/presipitasi.v15i2.106-113.

Downloads

Published

12/31/2024

How to Cite

Nur, S. H., Sholiyah, I., & Suprihatin, H. (2024). Evaluasi Sistem Jaringan Distribusi Air Perundang-undangan Giri Tirta Kabupaten Gresik Menggunakan Epanet 2.2 Di Perumahan Greenland Menganti. J-Sipil : Jurnal Teknologi Dan Ilmiah Teknik Sipil Dan Sains, 1(2), 34–44. Retrieved from https://journal.univgresik.ac.id/index.php/j-sipil/article/view/154