Studi Perencanaan Sarana Air Bersih Melalui Sistem Perpipaan di Desa Marmoyo, Kecamatan Kabuh, Kabupaten Jombang

Agus  Hartadi; Faradlillah  Saves

doi:10.31004/jutin.v7i3.30874

Authors

Agus Hartadi Universitas 17 Agustus 1945 Surabaya
Faradlillah Saves Universitas 17 Agustus 1945 Surabaya

DOI:

https://doi.org/10.31004/jutin.v7i3.30874

Keywords:

Clean water demands, Epanet 2.2, Piping system

Abstract

The availability of clean water is mandatory and applies to all places. Marmoyo Village is part of Kabuh District, Jombang Regency which relies on shallow wells to meet its clean water needs. To find out the projected water demands of the population is a population calculation projection. To find out the planning average of clean water demands by pumping tests to find out the maximum discharge of deep wells and the optimum discharge of pumping as well as the planned piping scheme using the Epanet 2.2 program to find out the flow rate, velocity, pressure and headloss. The research results showed that the average discharge requirement in 2044 was 1,163 l/second for a population in 2044 of 1,395 people. Meanwhile, the maximum discharge for deep wells obtained through pumping tests was 1.64 l/second. The piping system uses a double system and a branch system with 2" (50 mm) diameter PVC pipes where the piping system plan will be carried out at RT. 002, RW 007 Marmoyo Village, Kabuh District, Jombang Regency. In the simulation with Epanet 2.2 it is known that the highest velocity are 0.04 m/sec while the highest pressure are 19.86 m.

References

Badan Pusat Statistik. (2010). Pedoman Perhitungan Proyeksi Penduduk dan Angkatan Kerja. In Badan Pusat Statistik (Ed.), Badan Pusat Statistik. Badan Pusat Statistik.

Bisri, M. (2012a). Air Tanah (UB Press, Ed.; 1st ed.). UB Press.

BPS Kabupaten Jombang. (2023). Kecamatan Kabuh dalam Angka 2023.

Bryan, K., Wuisan, C., Wuisan, E. M., & Binilang, A. (1996). Kriteria Perencanaan Ditjen Cipta Karya Dinas PU. Kriteria Perencanaan Ditjen Cipta Karya Dinas PU, 5(4).

Jayanti, A. R., Badriani, R. E., & Dhokhikah, Y. (2019a). DEVELOPMENT OF CLEAN WATER DISTRIBUTION NETWORK SYSTEM IN GENTENG SUB-DISTRICT BANYUWANGI USING EPANET 2.0 PROGRAM. Jurnal Rekayasa Sipil Dan Lingkungan, 3(2). https://doi.org/10.19184/jrsl.v3i2.12366

Messakh, J. J. (2017). Pengelolaan Sumber Daya Air. In D. L. Moy (Ed.), PMIPA PRESS. PMIPA PRESS.

Peraturan Menteri Pekerjaan Umum Nomor: 18/PRT/M/2007 Tentang Penyelenggaraan Pengembangan Sistem Penyediaan Air Minum, Kementerian Pekerjaan Umum RI Indonesia (2007).

Pratiwi, D. S., Siregar, A. C., Liana, U. W. M., & Rachman, A. (2023a). STUDI PERENCANAAN PENGEMBANGAN JARINGAN PERPIPAAN DISTRIBUSI AIR MINUM DI KECAMATAN MELAK, KABUPATEN KUTAI BARAT. Rang Teknik Journal, 6(2), 63–75. https://doi.org/10.31869/rtj.v6i2.3805

Rachman, R. M., Sundi, T., & Sukarman, A. S. (2020). ANALISIS KEBUTUHAN JARINGAN DISTRIBUSI AIR BERSIH DI DESA LAROONAHA MENGGUNAKAN SOFTWARE EPANET 2.0. SemanTIK, 6(1).

Rossman, L. (2008). EPANET 2 User Manual. Social Studies of Science, 38(4).

Singal, R. Z., & Jamal, N. A. (2022). PERENCANAAN SISTEM JARINGAN DISTRIBUSI AIR BERSIH (STUDI KASUS DESA PANCA AGUNG KABUPATEN BULUNGAN). Selodang Mayang: Jurnal Ilmiah Badan Perencanaan Pembangunan Daerah Kabupaten Indragiri Hilir, 8(2), 108–119. https://doi.org/10.47521/selodangmayang.v8i2.262

SNI-7509-2011. (2011). Tata Cara Perencanaan Teknik Jaringan Distribusi dan Unit Pelayanan Sistem Penyediaan Air Minum. Standar Nasional Indonesia.