Planning Of Raw Water Distribution Network Sumberrejo Village  Candipuro District Lumajang Regency: Perencanaan Jaringan Distribusi Air Baku Desa Sumberrejo Kecamatan Candipuro Kabupaten Lumajang

Ahlan Tri Yogatama; Danayanti Azmi Dewi Nusantara

doi:10.30736/cvl.v9i1.1183

Authors

Ahlan Tri Yogatama Universitas Negeri Surabaya
Danayanti Azmi Dewi Nusantara Universitas Negeri Surabaya

DOI:

https://doi.org/10.30736/cvl.v9i1.1183

Keywords:

Water, Water distribution network, Lack of water, Epanet 2.2

Abstract

Indonesians have an average domestic water consumption of 34.2 liters/person/day while the minimum amount to meet basic human needs is 50 liters/person/day. The lack of water consumption requires a water distribution system so that minimum water consumption can be met. Sumberrejo Village is one example that does not have a water distribution network, so to meet daily water needs using ground wells. The use of earthen wells certainly has risks, namely contamination from fecal waste. Research on water distribution network planning needs to be done due to these problems. This plan aims to determine the availability of water to flow through Sumberrejo Village, water needs in the projection year, pipe dimensions, and reservoir dimensions used. This study used a quantitative descriptive method. Hydraulic analysis of piping networks using the Hazen–William method with the Epanet 2.2 auxiliary program. The results of the study found that the availability of water in Sumberrejo Village was inadequate, so it used the Gedang Sutro water source located in Sumberwuluh Village. Water demand in the projection year is 20,966 l / s at peak hour conditions. The diameter of the pipe used in this planning is 8 inches; 6 inches; 5 inches; 4 inches; 3 inches; 2.5 inches; 2 inches; 1.5 inches; 1.25 inches; 1 inch; and 0.75 inches. The reservoir used in this planning is tubular with a diameter of 11.5 m and a height of 4.5 m.

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References

United Nations Development Programme, “Sustainable Development Goals,” Accessed via Sustainable Development Goals | United Nations Development Programme (undp.org) on 6 August 2023, 2023.

S. Lu et al., “Progress and prospect on monitoring and evaluation of United Nations SDG 6 (Clean Water and Sanitation) Target,” Bull. Chinese Acad. Sci. (Chinese Version), vol. 36, no. 8, hal. 904–913, 2021.

V. Elysia, “Air dan Sanitasi: Dimana Posisi Indonesia.,” in Seminar Nasional Peran Matematika, Sains, dan Teknologi dalam Mencapai Tujuan Pembangunan Berkelanjutan/SDGs, FMIPA Universitas Terbuka, 2018, hal. 157–179.

Badan Pusat Statistik, “Persentase Rumah Tangga menurut Kabupaten/Kota, Sumber Air Minum Bersih dan Akses Air Minum Layak, 2022,” Accessed via https://jatim.bps.go.id/statictable/2023/06/13/2900/persentase-rumah-tangga-menurut-kabupaten-kota-sumber-air-minum-bersih-dan-akses-air-minum-layak-2022.html on 6 August 2023., 2022.

Pemerintah Kabupaten Lumajang, Peraturan Bupati Lumajang Nomor 54 Tahun 2019 tentang Kebijakan dan Strategi Daerah Sistem Penyediaan Air Minum Kabupaten Lumajang Tahun 2019-2023. 2019.

O. De Giglio et al., “Enteric Viruses and Fecal Bacteria Indicators to Assess Groundwater Quality and Suitability for Irrigation,” Int. J. Environ. Res. Public Heal. 2017, Vol. 14, Page 558, vol. 14, no. 6, hal. 558, Mei 2017, doi: 10.3390/IJERPH14060558.

B. K. Achmad, E. A. Jayadipraja, dan S. Sunarsih, “Hubungan Sistem Pengelolaaan (Konstruksi) Air Limbah Tangki Septik dengan Kandungan Escherichia Coli terhadap Kualitas Air Sumur Gali,” J. Keperawatan dan Kesehat. Masy. Cendekia Utama, vol. 9, no. 1, hal. 24–36, 2020, Diakses: 3 Maret 2022. [Daring]. Tersedia pada: http://jurnal.stikescendekiautamakudus.ac.id/index.php/stikes/article/view/512

R. Afdillah dan D. A. D. Nusantara, “Evaluasi Jaringan Perpipaan Distribusi Air Bersih Dusun Jaten Desa Selotapak Kecamatan Trawas Kabupaten Mojokerto Menggunakan Epanet 2.0,” Rekayasa Tek. Sipil, vol. 9, no. 1, 2022.

J. A. Caballero dan M. A. S. S. Ravagnani, “Water Distribution Networks Optimization Considering Unknown Flow Directions and Pipe Diameters,” Comput. Chem. Eng., vol. 127, hal. 41–48, Agu 2019, doi: 10.1016/j.compchemeng.2019.05.017.

K. Shital, M. Krunali, D. Mehta, dan V. Yadav, “Simulation of Existing Water Distribution Network by Using Epanet : A Case Study of Surat City,” Glob. Res. Dev. J. Eng., hal. 184–192, 2016.

Departemen Pekerjaan Umum, Peraturan Menteri Pekerjaan Umum Nomor 18/PRT/M/2007 tentang Penyelenggaraan Pengembangan Sistem Air Minum. Jakarta: Direktorat Pengembangan Air Minum, Dirjen Cipta Karya, 2007.

G. Dunca, D. M. Bucur, A. Aldea, A.-M. Georgescu, dan S.-C. Georgescu, “Epanet Modelling of a High Head Pumped-Storage,” no. Figure 1, hal. 1–8, 2018, doi: 10.3390/proceedings2110608.

A. Ponti, I. Giordani, A. Candelieri, dan F. Archetti, “Wasserstein-Enabled Leaks Localization in Water Distribution Networks,” Water, vol. 16, no. 3, hal. 412, Jan 2024, doi: 10.3390/w16030412.

R. Mayasari, A. B. Sabbah, dan I. Pratiwi, “Planning Of Clean Water Network In Hamlet Dempel Village Plosogaden District Candiroto Temanggung Regency,” vol. 6, no. 1, hal. 97–112, 2021.

I. K. A. Darmayasa, P. Aryastana, dan A. A. S. D. Rahadiani, “Analisis Kebutuhan Air Bersih Masyarakat Kecamatan Petang,” Padur. J. Tek. Sipil Univ. Warmadewa, vol. 7, no. 1, hal. 41–52, 2018.

M. A. Pratama, Y. D. Immanuel, dan D. R. Marthanty, “A multivariate and spatiotemporal analysis of water quality in Code River, Indonesia,” Sci. World J., vol. 2020, 2020, doi: 10.1155/2020/8897029.

R. Pancasasti dan E. Khaerunisa, “Analisis Dampak Laju Pertumbuhan Penduduk Terhadap Aspek Kependudukan Berwawasan Gender pada Urban Area di Kota Serang,” Tirtayasa Ekon., vol. 13, no. 1, hal. 130, Apr 2018, doi: 10.35448/jte.v13i1.4231.

Departemen Pekerjaan Umum, Kriteria Perencanaan Air Bersih. Jakarta: Direktorat Pengembangan Air Minum, Dirjen Cipta Karya, 2000.

M. S. Nyirenda dan T. T. Tanyimboh, “Appraisal of water quality indices for service reservoirs in water distribution networks,” Water Sci. Technol., vol. 81, no. 8, hal. 1606–1614, 2020, doi: 10.2166/wst.2020.215.

R. Bhavya dan L. Elango, “Ant-Inspired Metaheuristic Algorithms for Combinatorial Optimization Problems in Water Resources Management,” Water (Switzerland), vol. 15, no. 9, 2023, doi: 10.3390/w15091712.

J. K. Rakstang, “Modeling of Water Age in the Drinking Water Distribution System of Trondheim Kommune,” Norwegian University of Science and Technology, 2020.

B. Limbong, Suripin, dan S. Utomo, “Epanet Model Calibration of Clean Water Pipelines With Modified C Value Pipe Roughness Hazen-Williams Method,” vol. 11, hal. 171–185, 2022, doi: 10.21009/jpensil.v11i1.25294.

A. O. Ajibulu, “Robust Adaptive Model Predictive Control for Intelligent Drinking Water Distribution,” University of Birmingham, 2018.

J. C. Agunwamba, O. R. Ekwule, dan C. C. Nnaji, “Performance Evaluation of a Municipal Water Distribution System using WaterCAD and Epanet,” hal. 459–467, 2018, doi: 10.2166/washdev.2018.262.

E. Rohmaningsih, M. Sholichin, dan R. Haribowo, “Kajian Pengembangan Sistem Penyediaan Air Bersih Pada Daerah Rawan Air Di Desa Sumbersih Kecamatan Panggungrejo Kabupaten Blitar,” J. Tek. Pengair. J. Water Resour. Eng., vol. 8, no. 1, hal. 48–59, 2017.