PLANNING OF CLEAN WATER DISTRIBUTION PIPELINE NETWORK AT UNIVERSITAS JAMBI KAMPUS PINANG MASAK MENDALO
DOI:
https://doi.org/10.21009/jpensil.v12i1.28761Keywords:
Clean Water Needs, Pipeline Network, EPANET, Hydraulic FactorsAbstract
In 2021 it is estimated that there are 19,836 people at Universitas Jambi Kampus Pinang Masak Mendalo. One of the most important aspects to support activities in Universitas Jambi Kampus Pinang Masak Mendalo is a clean water supply. This study aims to determine clean water needs, to analyse hydraulic factors such as water discharge, flow speed, water pressure, and head loss using EPANET program, and to calculate the budget required to build a water distribution pipeline system. The results of water distribution pipeline network design are clean water needs at Universitas Jambi Kampus Pinang Masak Mendalo as much as 665,910 liters/day or 18.4975 liters/second and at the maximum daily needs as much as 732,500 liters/day or 20.3472 liters/second in the projected year of 2031. Analyses of hydraulic factors in the pipeline distribution system using EPANET program and manual calculation give the same results, but there are some pipe segments that do not fulfill of flow velocity standard, that are on pipe A1 = 0.15 m/s, B1 = 0.08 m/s dan pipa B2 = 0.25 m/s. The cost required to build a clean water distribution pipeline network at the Universitas Jambi Kampus Pinang Masak Mendalo, is amounting Rp238,252,263.00,-
References
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Kustanto, W. H. (2013). Penelitian Kerugian Head Pada Instalasi Pompa Dirangkai Secara Paralel Untuk Fluida Air dan Deterjen.
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Nurul, S. H. (2015). Evaluasi Jumlah Tenaga Kependidikan pada Program Studi di Universitas Andalas Berdasarkan Beban Kerja. Universitas Andalas.
Oktafianto, N., & Wibawa, M. B. (2019). Sistem Informasi Geografis (Sig) Distribusi Air Bersih Pdam Tirta Daroy Banda Aceh Menggunakan Arcgis 10.3 Serta Evaluasi Sistem Jaringan Distribusi Menggunakan Epanet 2.0. Journal Of Informatics And Computer Science, 4(1), 43. https://doi.org/10.33143/jics.vol4.iss1.496
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Priyambodo, E. A. (2016). Perancangan Unit Bangunan Pengolahan Air Minum Kampus Insitut Teknologi Sepuluh November.
Ramana, D. G., Sudheer, C. V. S. S., & Rajasekhar, B. (2015). Network analysis of water distribution system in rural areas using EPANET. 13th Computer Control for Water Industry Conference, CCWI 2015.
Rossman, A. L. (2000). Panduan Manual EPANET 2. Ekamitra Engineering.
Sari, K. I. (2021). Evaluasi Jaringan Pipa Distribuasi Air Minum Dengan Menggunakan Epanet 2.0 di Kecamatan Girsang Sipangan Bolon Kabupaten Simalungun. Buletin Utama Teknik, 16, 3.
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Sudjoko, S. M., & Setianingsih, W. (2019). Analisis Upaya Ekoefisiensi Kebutuhan Air Bersih Kampus Negeri Yogyakarta. In Jurusan Pendidikan Biologi FMIPA Universitas Negeri Yogyakarta.
Sultan, A. D. dkk. (2020). Analysis of the Effect of Cross-sectional Area on Water Flow Velocity by Using Venturi Meter Tubes. Jurnal Pendidikan Fisika, 8(1). https://doi.org/10.26618/jpf.v8il.3199
Sutjahjo, N., Anggraini, F., & R, P. (2011). Konsumsi Dan Pelanggan Air Minum Di Kota Besar Dan Metropolitan. Jurnal Permukiman, 6(3), 138–146.
Swamee, P. K. (2008). Design of water supply pipe networks”. John Wiley and Sons.
Syahdinar, Z. F., & Kacong, I. (2020). Survei Kebocoran Jaringan Pipa Di Kampung Unipokpok Kabupaten Fakfak. Jurnal Informasi, Sains Dan Teknologi, 3(2), 61–66. https://doi.org/10.55606/isaintek.v3i2.36
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Waspodo. (2017). Analisa Head Loss Sistem Jaringan Pipa pada Sambungan Pipa Kombinasi Diameter Berbeda. Jurnal Suara Teknik, 4(1).
Wichowski, P., Rutkowska, G., Kamiński, N., & Trach, Y. (2019). Analysis of Water Consumption in the Campus of Warsaw University of Life Sciences in Years 2012–2016. Journal of Ecological Engineering, 20(ue 5), 193–202. https://doi.org/10.12911/22998993/105473
Young, D. F. M., Okiishi, B. R., Huebsch, T. H., & WW2011. (2010). A Brief Introduction to Fluid Mechanics Fifth Edition. John Wiley & Sons.
Armanto, R. dan H. I. (2016). Analisis dan Perencanaan Pengembangan Sistem Distribusi Air Minum di PDAM Unit Plosowahyu Kabupaten Lamongan.
Daud, F. M., & Abdullah, S. (n.d.). Water Consumption Trend Among Students in a University’s Residental Hall. Malaysian Journal of Social Sciences and Humanities (MJSSH, 5(ue 9), 56–62. https://doi.org/10.47405/mjssh.v5i9.477
Dwi, R. S., & Santosa, B. (2021). Analisis Jaringan Pipa Distribusi Air Bersih Perumahan Golden Vienna 1 dan 2 Kota Tangerang Selatan (Vol. 20, Issues 1, Hal). Fakultas Teknik Sipil dan Perencanaan. Universitas Gunadarma.
Georgescu, A. (2017). EPANET Assessment of the Inflating Time of Water Cushions for an Aqua Park in Romania. Energy Procedia, 112, 606–612. https://doi.org/10.1016/j.egypro.2017.03.1126
Hariyadi, S., Pratiwi, N. T. M., Krisanti, M., Panji, A., & Wulandari, D. Y. (2020). Penataan Rancangan Lokasi Instalasi Pengolahan Air Limbah Terpadu Kampus Institut Pertanian Bogor. Jurnal Ilmu Pertanian Indonesia, 25(3), 449–455. https://doi.org/10.18343/jipi.25.3.449
Kamal, M. I. H., Irawan, M. Z., & Isheka, R. P. (2021). Evaluasi Kantong Parkir Di Kawasan Ugm Dan Desain Perancangan Transportasi Kampus Yang Terintegrasi. Jurnal Pensil : Pendidikan Teknik Sipil, 10(1), 9 – 20. https://doi.org/10.21009/jpensil.v10i1.18272
Karya, D. J. C. (1996). Sistem Penyediaan Air Minum. Direktorat Jenderal Kementerian Pekerjaan Umum.
Karya, D. J. C. (2016). Panduan Pendamping Sistem Penyediaan Air Minum (SPAM) Perpipaan Berbasis Masyarakat. Direktorat Jenderal Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Kay, M. (2017). Practical Hydraulics and water resources engineering (3rd ed.). CRC Press.
Kurniawan, M. A., Fitriani, H., & Hadinata, F. (2021). Analisis Kebutuhan Penyediaan Air Bersih di Kota Palembang. Jurrnal Saintis, 21(mor 02), 105–112.
Kustanto, W. H. (2013). Penelitian Kerugian Head Pada Instalasi Pompa Dirangkai Secara Paralel Untuk Fluida Air dan Deterjen.
Kusumajati, B., & Solichin, K. (2016). Analisis Distribusi Air pada Sistem Penyediaan Air Minum Kampus Universitas Sebelas Maret dengan Epanet. Jurnal Matriks Teknik Sipil, 806–813.
Lekamge, M. L. D., Dayananda, M. D. N. R., M., S., & Weerasinghe, V. P. A. (2016). Investigation of water consumption pattern in University of Kelaniya. International Research Symposium on Pure and Applied Sciences.
Li, Y., & Li, X. (2021). Research on water distribution systems from thepast to the future: a bibliometric review. Environmental Technology Reviews, 10(1), 161–176. https://doi.org/10.1080/21622515.2021.1900404
Limbong, B., Suripin, S., & Sudarnoutaomo, S. (2022). Epanet Model Clean Water Network Callibration Using Modified Roughness C Number Hazen William Method. Jurnal Pensil : Pendidikan Teknik Sipil, 11(2), 171 – 185. https://doi.org/10.21009/jpensil.v11i2.25177
Medina, J. A. A., & Miranda, P. A. G. (2021). Water consumption practices in university campuses. The experience of the National Autonomous University of Mexico. Water Science & Technology, 84(5). https://doi.org/10.2166/wst.2021.306
Muller, A. L., Gericke, O. J., & Pietersen, J. P. J. (2019). Methodological approach for the compilation of a water distribution network model using QGIS and EPANET. Journal of The South African Institutional of Civil Engineering, 62(4).
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. https://doi.org/10.14710/teknik.v39i1.1519227
Nursalim, R., & Adib, P. I. S. (2020). Model Perencanaan Pengelolaan Sampah Sistem 3R. NATURALIS – Jurnal Penelitian Pengelolaan Sumberdaya Alam Dan Lingkungan, 9(2).
Nurul, S. H. (2015). Evaluasi Jumlah Tenaga Kependidikan pada Program Studi di Universitas Andalas Berdasarkan Beban Kerja. Universitas Andalas.
Oktafianto, N., & Wibawa, M. B. (2019). Sistem Informasi Geografis (Sig) Distribusi Air Bersih Pdam Tirta Daroy Banda Aceh Menggunakan Arcgis 10.3 Serta Evaluasi Sistem Jaringan Distribusi Menggunakan Epanet 2.0. Journal Of Informatics And Computer Science, 4(1), 43. https://doi.org/10.33143/jics.vol4.iss1.496
Pania, H. G., Tangkudung, H., Kawet, L., & Wuisan, E. M. (2013). Perencanaan Sistem Drainase Kawasan Kampus Universitas Sam Ratulangi. Jurnal Sipil Statik, 1(3), 164–170.
Priyambodo, E. A. (2016). Perancangan Unit Bangunan Pengolahan Air Minum Kampus Insitut Teknologi Sepuluh November.
Ramana, D. G., Sudheer, C. V. S. S., & Rajasekhar, B. (2015). Network analysis of water distribution system in rural areas using EPANET. 13th Computer Control for Water Industry Conference, CCWI 2015.
Rossman, A. L. (2000). Panduan Manual EPANET 2. Ekamitra Engineering.
Sari, K. I. (2021). Evaluasi Jaringan Pipa Distribuasi Air Minum Dengan Menggunakan Epanet 2.0 di Kecamatan Girsang Sipangan Bolon Kabupaten Simalungun. Buletin Utama Teknik, 16, 3.
Simanjuntak, S., Zai, E. O., & Tampubolon, M. H. (2021). Analisa Kebutuhan Air Bersih Di Kota Medan Sumatera Utara. In Jurnal Visi Eksakta (JVIEKS) (Vol. 2, Issue 2). https://ejournal.uhn.ac.id/index.php/eksakta/186
Statistik Universitas Jambi Dalam Angka. (2021). Statistik Universitas Jambi Dalam Angka. 2021 (https://dss.unja.ac.id) diakses pada tanggal 2 Agustus.
Sudjoko, S. M., & Setianingsih, W. (2019). Analisis Upaya Ekoefisiensi Kebutuhan Air Bersih Kampus Negeri Yogyakarta. In Jurusan Pendidikan Biologi FMIPA Universitas Negeri Yogyakarta.
Sultan, A. D. dkk. (2020). Analysis of the Effect of Cross-sectional Area on Water Flow Velocity by Using Venturi Meter Tubes. Jurnal Pendidikan Fisika, 8(1). https://doi.org/10.26618/jpf.v8il.3199
Sutjahjo, N., Anggraini, F., & R, P. (2011). Konsumsi Dan Pelanggan Air Minum Di Kota Besar Dan Metropolitan. Jurnal Permukiman, 6(3), 138–146.
Swamee, P. K. (2008). Design of water supply pipe networks”. John Wiley and Sons.
Syahdinar, Z. F., & Kacong, I. (2020). Survei Kebocoran Jaringan Pipa Di Kampung Unipokpok Kabupaten Fakfak. Jurnal Informasi, Sains Dan Teknologi, 3(2), 61–66. https://doi.org/10.55606/isaintek.v3i2.36
Tesgera, S., L., H., D., S., & Tucho, G. G. (2022). Analysis of institutional daily domestic water consumption dynamics due to COVID‐19 pandemic, a case study of Adama Science and Technology University. Applied Water Science, 12(134). https://doi.org/10.1007/s13201-022-01637-z
Triatmodjo, B. (2008). Hidraulika II. Beta Offset.
Trifunovic, N. (2006). Introduction to Urban Water Distribution. Taylor and Francis.
U.S.A.I.D. (2009). Modul Pelatihan WaterCAD: Pelatihan Analisa Jaringan Menggunakan Software EPANET 2.0 dan Pengenalan Aplikasi Perangkat Lunak WaterCAD.
Waspodo. (2017). Analisa Head Loss Sistem Jaringan Pipa pada Sambungan Pipa Kombinasi Diameter Berbeda. Jurnal Suara Teknik, 4(1).
Wichowski, P., Rutkowska, G., Kamiński, N., & Trach, Y. (2019). Analysis of Water Consumption in the Campus of Warsaw University of Life Sciences in Years 2012–2016. Journal of Ecological Engineering, 20(ue 5), 193–202. https://doi.org/10.12911/22998993/105473
Young, D. F. M., Okiishi, B. R., Huebsch, T. H., & WW2011. (2010). A Brief Introduction to Fluid Mechanics Fifth Edition. John Wiley & Sons.
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2023-01-31
How to Cite
Freddy Ilfan, Laura, W., & Eki Kurniadi. (2023). PLANNING OF CLEAN WATER DISTRIBUTION PIPELINE NETWORK AT UNIVERSITAS JAMBI KAMPUS PINANG MASAK MENDALO. Jurnal Pensil : Pendidikan Teknik Sipil, 12(1), 120–132. https://doi.org/10.21009/jpensil.v12i1.28761
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