ADE JUNI ARDANA, NIM. 112021166 (2025) ANALISIS KEHILANGAN ENERGI TERHADAP FLUKTUASI TEKANAN AIR PADA JARINGAN DISTRIBUSI PDAM TIRTA BETUAH BANYUASIN I. Skripsi thesis, UNIVERSITAS MUHAMMADIYAH PALEMBANG.

	Text 112021166_BAB 1_DAFTAR PUSTAKA.pdf Restricted to Repository staff only Download (2MB)
	Text 112021166_BAB II.pdf Restricted to Repository staff only Download (467kB)
	Text 112021166_BAB III.pdf Restricted to Repository staff only Download (581kB)
	Text 112021166_BAB IV.pdf Restricted to Repository staff only Download (821kB)
	Text 112021166_BAB V.pdf Restricted to Repository staff only Download (186kB)
	Text 112021166_DAFTAR PUSTAKA.pdf Restricted to Repository staff only Download (181kB)
	Text 112021166_LAMPIRAN.pdf Restricted to Repository staff only Download (6MB)
	Text 112021166_COVER_SAMPAI_LAMPIRAN.pdf Restricted to Repository staff only Download (9MB)

Abstract

This study analyzes the factors causing energy loss in the clean water distribution network of PDAM Tirta Betuah Banyuasin 1. Energy loss can arise from pipe friction, bends, changes in pipe cross-section, and elevation differences. These conditions reduce distribution efficiency to customers, making it essential to identify the magnitude and main causes of energy loss in the system. The research applied a quantitative approach using primary data from field surveys and secondary data from PDAM documents. The analysis involved calculating discharge and flow velocity, followed by estimating energy losses due to friction, bends, cross-sectional changes, and elevation differences with hydraulic formulas. The processed data was then used to determine energy loss in each pipe segment and to identify critical points in the network. The findings showed that the largest energy loss occurred in the pipe section N3–N5, reaching 59.09226 meters with a flow velocity of 4.23086 m/s. In contrast, the smallest loss was observed in section J1–J2, which was only 0.00121 meters with a velocity of 0.020085 m/s. To minimize losses, it is recommended to use pipes with low friction coefficients, reduce sharp bends, and improve distribution network design. These efforts are expected to enhance system efficiency and improve PDAM service quality for the community.

Item Type:	Thesis (Skripsi)
Additional Information:	1. Ir. Erny Agusri, M.T. 2. Mira Setiawati, S.T, M.T.
Uncontrolled Keywords:	Energy loss, pipe network, water distribution, PDAM, hydraulics.
Subjects:	Teknik Sipil > Teknik Hidraulis
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	06 Sep 2025 04:35
Last Modified:	06 Sep 2025 04:35
URI:	http://repository.um-palembang.ac.id/id/eprint/32908

Actions (login required)

View Item