Technical Strategies to Address Excessive Pressure in Clean Water Distribution Systems in Mountainous Areas

Authors

  • Pureza Marenshaputri Politeknik Negeri Bandung
  • Rizka Indri Meutia Politeknik Negeri Bandung
  • Mohamad Yudi Purnawan Kementerian Pekerjaan Umum Jakarta Selatan

DOI:

https://doi.org/10.33603/jki.v13i3.10598

Keywords:

BPT, Gravity System, Hydrostatic Pressure, PRV

Abstract

In gravity-based water distribution systems in mountainous regions, excessive hydrostatic pressure—caused by significant elevation differences can lead to pipeline stress, leakage, or even bursts. To control this, pressure-reducing valves (PRVs), break-pressure tanks, or energy recovery systems like micro-hydropower turbines are strategically installed at key elevation drops. These methods ensure pressure stability, protect infrastructure, and can also enhance system efficiency and sustainability when excess pressure is harnessed for energy generation. This study examines technical strategies for controlling excessive hydrostatic pressure in gravity-based water distribution systems in mountainous regions, with a focus on the Cilongkrang system in Majalengka, Indonesia. With an elevation difference of over 950 meters between the spring and service zone, the system faces potential hydrostatic pressure exceeding 90 bar, far beyond the design limits of standard pipelines. The research compares two pressure control technologies Pressure Reducing Valves (PRV), and Break Pressure Tanks (BPT). By evaluating their hydraulic performance, operational practicality, lifecycle costs, and field applicability. The analysis utilizes topographic data, pressure modelling, and actual project cost estimates to quantify the effectiveness of each option. Results show that BPTs are more cost-effective and reliable for large elevation drops in rural areas with sufficient land, while PRVs are suitable for confined, urban installations requiring precision. This study contributes a practical framework for designing sustainable gravity-fed water supply systems in extreme topographic conditions.

References

[1] A. Moslehi and M. Jalili-Ghazizadeh, “Pressure-Pipe Breaks Relationship in Water Distribution Networks: A Statistical Analysis,” Water Resources Management, vol. 34, no. 9, pp. 2851–2868, Jul. 2020.

[2] R. P. W. Siswantoro, D. A. Susanti, and I. G. N. Prasetya, “Gravity Fed Rural Water Supply Design at Mount Rinjani Lombok for Sustainable Tourism,” in ICE Virtual Library, ICE Publishing, 2023.

[3] R. Li, H. Li, M. Lv, C. Wang, and Y. Cheng, “Transient hydraulic analysis of the water delivery pipeline in mountainous areas for cascade pressurized pump stations,” Water Pract Technol, vol. 19, no. 8, pp. 3389–3404, Aug. 2024.

[4] A. M. Baghapour, M. M. Mahvi, and N. Sadeghi, “Design and operational considerations for break pressure tanks in rural gravity-fed water systems,” Journal of Water Supply: Research and Technology - AQUA, vol. 69, no. 6, pp. 524–533, 2020.

[5] D. F. Njiraini, J. M. Ndambuki, and A. M. Abdel-Shafy, “A comparative evaluation of pressure control technologies in high-gradient water supply systems,” Water Pract Technol, vol. 16, no. 4, pp. 1231–1242, 2021.

[6] P. T. B. Raharja, “Justifikasi Teknis: Peningkatan Kapasitas Air Minum SPAM Perkotaan Majalengka bagi Penyiapan Infrastruktur Kawasan Pendidikan Lingkar Utara dari Mata Air Cilongkrang,” Kabupaten Majalengka, 2023.

[7] S. Kowalski and M. Suchorab, “Flow control using a pressure-reducing valve and active pressure control can reduce leakage in water distribution systems,” AQUA – Water Infrastructure, Ecosystems and Society, vol. 73, no. 3, pp. 453–463, 2024.

[8] G. A. Rokstad, “Optimisation of Fixed-Outlet and Flow-Modulated Pressure Reduction Measures in Looped Water Distribution Networks Constrained by Fire Fighting Capacity Requirements,” Int J Environ Res Public Health, vol. 18, no. 13, p. 7088, Jul. 2021.

[9] M. Wang, Y. Tan, L. Li, and Q. Zhang, “Optimized regulation scheme of valves in self-pressurized water pipeline network and water hammer protection research,” Water (Basel), vol. 17, no. 10, p. 1534, May 2025.

[10] A. K. Wibowo and A. Slamet, “Pengendalian Non-Revenue Water Menggunakan Manajemen Tekanan pada Zona Pelayanan Pompa Junok di Perumda Air Minum Sumber Sejahtera Kabupaten Bangkalan,” Jurnal Teknologi Lingkungan Lahan Basah, vol. 12, no. 1, 2024, doi: 10.26418/jtllb.v12i1.74304.

Downloads

Published

2025-12-31