Evaluasi Sistem Perpipaan Distribusi Air Bersih PDAM Tirtamalem Unit Kabanjahe Berbasis Simulasi EPANET 2.0

Authors

  • Silda Adi Rahayu Universitas Riau Author
  • Ivan Indrawan Universitas Sumatera Utara Author
  • Yudithia Banta Karunia Sitepu Universitas Sumatera Utara Author
  • Nesa Zafira Universitas Riau Author
  • Roselyn Indah Kurniati Universitas Riau Author

DOI:

https://doi.org/10.5281/zenodo.20250832

Keywords:

PDAM, EPANET 2.0, booster pump, head, distribution pipe

Abstract

PDAM Tirta Malem was established to fulfill the community’s clean water needs in Kabanjahe District through the provision of high-quality and sustainable water distribution services. The water source utilized to meet the water demand in Kabanjahe District is the Lau Bengap Spring, which has a production discharge of 50 liters/second. The problems occurring within the distribution piping system include the significant elevation difference between the reservoir and the service area, as well as the pipeline network passing through community plantations, which may lead to pipe leakage.This study aims to evaluate the clean water distribution piping system of PDAM Tirta Malem, Kabanjahe Unit, using the EPANET 2.0 software. The results indicate that the system experiences water losses of 37% and negative pressure in the pipelines reaching up to −4.16 m, causing water to be inadequately distributed to the community. To overcome these problems, the installation of a booster pump with a head of 60 m is required. In addition, replacing the 200 mm diameter distribution pipe with a 250 mm diameter pipe can also be considered as an alternative solution.

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References

Dewi, K. H., Koosdaryani, K., & Muttaqien, A. Y. (2015). Analisis Kehilangan Air Pada Pipa Jaringan Distribusi Air Kecamatan Bersih Baki, PDAM Kabupaten Sukoharjo. Matriks Teknik Sipil, 3(1).

Hidayah, P. D., Indarto, I., & Novita, E. (2017). Pemetaan dan Evaluasi Teknis Jaringan Distribusi Air Bersih di Desa Kemuning Lor. Jurnal Agroteknologi, 10(02), 144-152.

Kusumajati, B., Solichin, S., & Koosdayani, K. (2016). Analisis Distribusi Air pada Sistem Penyediaan Air Minum Kampus Universitas Sebelas Maret dengan Epanet Analisis Distribusi Air pada Sistem Penyediaan Air Minum Kampus Universitas Sebelas Maret dengan Epanet. Matriks Teknik Sipil, 4(3).

Nugroho, S., Meicahayanti, I., & Nurdiana, J. (2018). Analisis Jaringan Perpipaan Distribusi Air Bersih menggunakan EPANET 2.0 (Studi Kasus di Kelurahan Harapan Baru, Kota Samarinda). Teknik, 39(1), 62-66.

Putra, A. A., Ghurri, A., & Priambadi, I. G. N. (2016). Evaluasi Jaringan Perpipaan Transmisi Air Baku di Kabupaten Karangasem. Jurnal METTEK, 2(2), 93–101.

SNI 03-6405-2000. (2000). Tata Cara Pengelasan Pipa Baja. Jakarta: Badan Standardisasi Nasional.

SNI 19-6782-2002. (2002). Tata Cara Pemasangan Perpipaan Besi Daktil dan Perlengkapannya. Jakarta: Badan Standardisasi Nasional.

Widiarti, W. Y., Wahyuni, S., Wiyono, R. U. A., Hidayah, E., Halik, G., & Sisinggih, D. (2020). Evaluation of Pipe Network Distribution System using EPANET 2.0 (A Case Study of The City of Jember). IOP Conference Series: Earth and Environmental Science, Vol. 437, No. 1, p. 012043.

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Published

2026-05-17

How to Cite

Evaluasi Sistem Perpipaan Distribusi Air Bersih PDAM Tirtamalem Unit Kabanjahe Berbasis Simulasi EPANET 2.0. (2026). Jurnal Riksa Cendikia Nusantara, 2(5), 1-9. https://doi.org/10.5281/zenodo.20250832

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