ANALISIS JARINGAN PIPA DISTRIBUSI AIR BERSIH DI DESA SRIMULYO KECAMATAN AIR SALEK KABUPATEN BANYUASIN

Authors

  • Priadi Priadi Program Studi Teknik Sipil, Universitas Tridinanti
  • Reni Andayani Program Studi Teknik Sipil Fakultas Teknik, Universitas Tridinanti
  • Rosmalinda Permatasari Program Studi Teknik Sipil Fakultas Teknik, Universitas Tridinanti
  • Ayu Marlina Jurusan Teknik Sipil Politeknik Negeri Sriwijaya

DOI:

https://doi.org/10.52333/lateral.v1i2.206

Keywords:

Clean water, pressure loss, distribution network

Abstract

Srimulyo Village, Air Salek District has a water connection with PDAM Tirta Betuah as a clean water service provider. The problem that occurs is the lack of water pressure, so it cannot meet the need for clean water for 24 hours. Apart from loss of head, it is projected that there will be changes in population which will increase the burden on clean water capacity at the research location. This research was conducted to determine the existing clean water needs, population projections, and determine head loss. This calculation uses geometric methods to calculate population projections, as well as the Hardy Cross method to calculate pressure loss. In the drainage area in Srimulyo Village, the total need for clean water in 2022 is 371,760 lt/day, the projected population for the next 5 years in 2027 is 5,164 people, and in the next 10 years 2032 it is 6,435 people. And the loss of pressure height occurred in block 3, namely 6.03 m and the remaining pressure was 33.34 m. This is caused by a change in pipe diameter from 6 inches to 4 inches.

References

Pane, A. H. (2021). Studi Jaringan Pipa Distribusi Air Bersih dengan Metode Hardy Cross. Jurnal Pionir, 7(2).

Fauziah, K. R., Pandjaitan, N., & Karunia, T. U. (2021). Analisis Sistem Distribusi Air Bersih di Perumahan Ciomas Permai Kabupaten Bogor Jawa Barat. Jurnal Teknik Sipil Dan Lingkungan, 6(2), 107-120.

Kalensun, H., Kawet, L., Halim, F. (2016). Perencanaan Sistem Jaringan Distribusi Air Bersih di Kelurahan Pangolombian Kecamatan Tomohon Selatan. Jurnal Sipil Statik, 4(2), 105-115.

Wulandari, R. D., & Santosa, B. (2021). Analisis Jaringan Pipa Distribusi Air Bersih Perumahan Golden Vienna 1 Dan 2 Kota Tangerang Selatan. Jurnal Ilmiah Desain & Konstruksi, 20(1), 84-97.

Keputusan Menteri RI. No. 47 tahun 2019. Tentang Tekanan Air Distribusi.

Keputusan Menteri RI. No. 32 tahun 2017. Tentang standar standar Baku mutu Kesehatan Lingkungan.

Keputusan Menteri PU No 18 Tahun 2007 Tentang Kriteria Pipa Transmisi dan Distribusi.

Kodoatie, RJ dan Sjarie, R, (2008). Pengelolaan Sumber Daya Air Terpadu (edisi revisi). Andi Offset, Yogyakarta.

Kriteria Perencanaan Dirjen Cipta Karya Dinas PU 2015.

Hudiiasto, P., Siswanto, S., & Trimaijon, T. Analisa Jaringan Pipa Distribusi Air Bersih Kecamatan Kerinci Kanan (Studi Kasus: Kecamtan Kerinci Kanan, Kabupaten Siak) (Doctoral dissertation, Riau University).

Alfia Nur Rahmawati, Harjono. (2018). PERENCANAAN TATA KELOLA AIR BAKU IRIGASI DAN AIR BAKU DOMESTIK DI DESA MAIBIT KECAMATAN RENGEL KABUPATEN TUBAN. Jurnal Teknik Sipil, 3(1), 1-16.

Andayani, R., & Lubis, L. R. (2021). Optimalisasi Wilayah Pengaliran Booster Kenten Dengan Perhitungan Headloss. Jurnal Deformasi, 6(1), 17-24.

Asta, A. (2018). Analisis Kebutuhan Air Bersih Dan Distribusi Jaringan PDAM Persemaian Kota Tarakan (Studi Kasus Kecamatan Tarakan Barat). Borneo Engineering: Jurnal Teknik Sipil, 2(1), 61-68.

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.

Downloads

Published

2023-11-30

How to Cite

Priadi, P., Andayani, R., Permatasari, R., & Marlina, A. (2023). ANALISIS JARINGAN PIPA DISTRIBUSI AIR BERSIH DI DESA SRIMULYO KECAMATAN AIR SALEK KABUPATEN BANYUASIN. Jurnal Teknik Sipil LATERAL, 1(2), 31–39. https://doi.org/10.52333/lateral.v1i2.206