CLEAN WATER AND DIRTY WATER PLUMBING PLANNING AT DELIVERY CENTER POS MEDAN OFFICE

Authors

  • Ali Mechanical Engineering Study Program, Faculty of Industrial Technology, Institut Teknologi Nasional, Indonesia
  • M. Aldianto Mechanical Engineering Study Program, Faculty of Industrial Technology, Institut Teknologi Nasional, Indonesia
  • M. Davin Mechanical Engineering Study Program, Faculty of Industrial Technology, Institut Teknologi Nasional, Indonesia
  • Fadhil N Mechanical Engineering Study Program, Faculty of Industrial Technology, Institut Teknologi Nasional, Indonesia

Keywords:

MEP, Clean Water, Grey Water, Black Water, Fixture Unit

Abstract

The construction of multi-story buildings requires comprehensive sanitation planning, including the design of clean water supply and wastewater drainage systems. Plumbing system planning aims to ensure that the supply of clean water and the disposal of wastewater are managed effectively and in accordance with technical standards. This study aims to analyze the clean water and wastewater plumbing installation requirements for the Pos Medan Delivery Center Office Building. The planning is based on the Indonesian National Standard 03-7065-2005, which outlines the procedures for plumbing system design. The clean water source is provided by deep well, which supplies water that is pumped into a rooftop storage tank. From there, water is distributed to each plumbing fixture using a gravity-fed system. Based on the planning calculations, the daily water demand for 77 employees is 4.62 m³/day. The estimated volume of blackwater (wastewater) generated is 3.12 m³/day, while the volume of greywater is 1.68 m³/day. The clean water piping system utilizes Polyvinyl Chloride pipes with the following dimensions ½ inch for individual plumbing fixtures, ¾ inch for distribution to 2–3 fixtures, 1 inch for distribution to 3–4 fixtures, 1¼ inch for distribution to 4–5 fixtures, 1½ inch for vertical risers and distribution to 5 or more fixtures. For the greywater and blackwater piping system, PVC pipes are also used with the following dimensions 1½ inch for discharge from washbasins, 2 inch for discharge from urinals, 2½ inch for floor drain discharge, 3 inch for vertical stacks collecting greywater from floor drains, washbasins, and sinks, 4 inch for toilet discharge, 6 inch for the main discharge line carrying blackwater from urinals and toilets to the bioseptic tank. This plumbing system design ensures an efficient and standardized distribution and disposal network, supporting the overall functionality and hygiene of the building.

References

Noerbambang, Souyan M. Takeo Morimura. 2005. “Perancangan dan Pemeliharaan Sistem Plambing”. Jakarta : PT Pradnya Paramita.

Badan Standarisasi Nasional. 03-7065-2005 (2005). “Tata Cara Perencanaan Sistem Plambing”. Jakarta: Badan Standarisasi Nasional.

Badan Standarisasi Nasional. SNI 8153:2015 (2015). “ Sistem Plambing Pada Bangunan Gedung”. Jakarta: Badan Standarisasi Nasional.

Sari, Ririn Luftia. 2018. “Perencanaan Sistem Plambing dan Sistem Kebakaran Pada Rumah Susun SNVT Jawa Timur Paket Kota Pasuruan”, Thesis : Universitas Muhammadyah Malang.

Suhardiyanto. 2016. “Perancangan Sistem Plambing Instalasi Air Bersih dan Air Buangan pada Pembangunan Gedung Perkantoran Bertingkat Tujuh Lantai” Jurnal Teknik Mesin (JTM) 05(3) : 90-97

Ramachandran. (2016). Nuances of Plumbing in High Rise Buildings. International Journal of Research in Engineering and Technology, 5(20), 20-15.

Suhardiyanto. (2016). Perancangan Sistem Plambing Instalasi Air Bersih dan air Buangan Pada Pembangunan Gedung Perkantoran Bertingkat Tujuh Lantai. Jurnal Teknik Mesin. Vol.05:90-97.

Gupta, L. C. (2016). Plumbing System in High Rise Building. International Journal for Innovative Research in Science and Technology, 2(11), 719-723.

World Health Organization. (2006). Health Aspects of Plumbing.

World Health Organization. (2006). Water Safety in Buildings.

ASPE. Plumbing Engineering Design Handbook, Volume 1: Fundamentals of Plumbing Engineering; ASPE: Rosemount, IL, USA, 2017.

ICC. International Plumbing Code; ICC Publishing: Country Club Hills, IL, USA, 2018.

Swaffield, J.A.; Campbell, D.P. The simulation of air pressure propagation in building drainage and vent systems. Build. Environ. 1995, 30, 115–127.

Jack, L.B. Developments in the definition of fluid traction forces within building drainage vent systems. Build. Serv. Eng. Res. Technol. 2000, 21, 266–273.

Lu, J.S.; Zhang, E.; Li, K. Enhancing the ventilation of sewers by using inhaled air in the vertical stack of a building. Water Pract. Technol. 2018, 13, 555–565.

Gurmu, Argaw. (2023), Plumbing defects in residential buildings: analysis of anomalies and their causes, emerald publication

PT. Dafs Mekto Engineering. (2024). Laporan perencanaan Plambing,

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Published

2025-10-30

How to Cite

Ali, Aldianto, M., Davin, M., & N, F. (2025). CLEAN WATER AND DIRTY WATER PLUMBING PLANNING AT DELIVERY CENTER POS MEDAN OFFICE. Jurnal Dinamika Vokasional Teknik Mesin, 10(2). Retrieved from https://journal.uny.ac.id/index.php/dynamika/article/view/86118

Issue

Vol. 10 No. 2 (2025)

Section

Articles

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