Analisis Potensi Pemanfaatan Effluent WWTP Kota Jambi Dari Aspek Kuantitas

Authors

  • Munawir Muluk. Z Departemen Teknik Sipil, Fakultas Teknik, Universitas Andalas Author
  • N. Nurhamidah Departemen Teknik Sipil, Fakultas Teknik, Universitas Andalas Author
  • Ansiha Nur Departemen Teknik Lingkungan, Fakultas Teknik, Universitas Andalas Author

Keywords:

water resources, wastewater, water needs, wwtp, mbbr

Abstract

Rapid population growth and climate change have put pressure on water availability, leading to a water crisis. Efforts to control water resources are needed to address this. The option of using domestic wastewater treatment plant effluent has emerged as an alternative solution. In 2024, the Jambi City Wastewater Treatment Plant (WTTP) infrastructure will be constructed and operated with a capacity of 7,500 m^3/day using Moving Bed Biofilm Reactor (MBBR) treatment technology. The existing WTTP is considered to have great potential in terms of volume. However, it is still unknown how much this potential can contribute to meet the water demand of Jambi City. Therefore, this research was conducted to fill this information gap. The research was conducted using the descriptive statistics method with quantitative and qualitative approaches. The analysis of population growth projections and public facilities refers to the Minister of Public Works Regulation No. 18/PRT/M/2007. There are 5 (five) categories of water demand analysed, namely: (a) domestic; (b) general; (c) landscape irrigation; (d) agricultural irrigation; and (e) fisheries. The potential use of wastewater is obtained by comparing the existing wastewater discharge with each category and application of water demand. The results of the analysis show that the effluent from the Jambi City WWTP can contribute 100% to meet the water demand of the domestic category (public taps), public, landscape irrigation and fisheries. In contrast, the domestic category (house connections) can only contribute 11% and the agricultural irrigation category can only contribute 15%.

References

[1] F. A. Astuti, A. Sungkowo, and W. A. D. Kristanto, “Analisis Kebutuhan Air Domestik dan Non Domestik di Kabupaten Gunungkidul,” J. Sains &Teknologi Lingkung., vol. 10, no. 2, pp. 139–146, 2018, doi: 10.20885/jstl.vol10.iss2.art6.

[2] T. Hernaningsih, “Daur Ulang Air Limbah Sebagai Kontribusi Sumber Air; Review,” J. Rekayasa Lingkung., vol. 14, no. 2, pp. 193–207, 2021.

[3] S. Bahri, R. R. Rinjani, and Y. Setiatin, “Potensi Air Limbah Untuk Didaur Ulang Sebagai Air Baku Pertanian (Studi Kasus Beberapa Industri Dan Domestik),” J. Sumber Daya Air, vol. 9, no. 2, pp. 117–130, 2013.

[4] E. Cagno, P. Garrone, M. Negri, and A. Rizzuni, “Adoption of water reuse technologies : An assessment under different regulatory and operational scenarios,” J. Environ. Manage., vol. 317, no. May, p. 115389, 2022, doi: 10.1016/j.jenvman.2022.115389.

[5] A. Suheri, C. Kusmana, M. Y. J. Purwanto, and Y. Setiawan, “Model Prediksi Kebutuhan Air Bersih Berdasarkan Jumlah Penduduk di Kawasan Perkotaan Sentul City,” J. Tek. Sipil dan Lingkung., vol. 4, no. 3, pp. 207–218, 2019, doi: 10.29244/jsil.4.3.207-218.

[6] S. Simanjuntak, E. O. Zai, and M. H. Tampubolon, “Analisa Kebutuhan Air Bersih Di Kota Medan Sumatera Utara,” J. Visi Eksakta, vol. 2, no. 2, pp. 186–204, 2021, doi: 10.51622/eksakta.v2i2.389.

[7] T. Sinambela, S. Sembiring, and Mardiaman, “Potensi Pemanfaatan Daur Ulang Air Limbah Domestik Dan Industri Untuk Sumber Air Baku Di Kota Batam,” J. Rekayasa Tek. Sipil dan Lingkung., vol. 4, no. 1, pp. 54–66, 2022.

[8] M. Muluk, “Potensi Pemanfaatan Air Limbah Sebagai Sumber Air Baku Alternatif di Kota Padang,” vol. 3, no. 1, pp. 346–358, 2024.

[9] H. A Aziz and L. K Wang, Wastewater Engineering, First Isue., no. April. Lenox Institute Press, 2023. doi: 10.1002/9780470168219.ch8.

[10] Undang-Undang Republik Indonesia No 17 tahun 2019, “Undang-undang (UU) Nomor 17 Tahun 2019 tentang Sumber Daya Air,” Jdih Bpk Ri Database Peratur., no. 011594, p. 50, 2019, [Online]. Available: https://peraturan.bpk.go.id/Home/Details/122742/uu-no-17-tahun-2019

[11] C. R. Priadi et al., “Water recycling opportunity in the business sectors of Greater Jakarta, Indonesia,” Int. J. Technol., vol. 8, no. 6, pp. 1031–1039, 2017, doi: 10.14716/ijtech.v8i6.743.

[12] A. Priyandes, “Penggunaan Water Recycle Untuk Kebutuhan Air Di Kawasan Industri Batam,” DIMENSI, vol. 7, no. 3, pp. 654–672, 2018, [Online]. Available: http://repo.iain-tulungagung.ac.id/5510/5/BAB 2.pdf

[13] Mentri Pekerjaan Umum, Peraturan Mentri Pekerjaan Umum Nomor 18/PRT/M?2007. Indonesia, 2007. [Online]. Available: ciptakarya.pu.go.id/dok/hukum/permen/permen_18_2007.pdf

[14] Badan Standarisasi Nasional (BSN), “Penyususnan Neraca Sumber Daya bagian 1: Sumber Daya Air Spasial,” 2002. [Online]. Available: https://journal.eng.unila.ac.id/index.php/jrsdd/article/view/790/pdf%0Ahttp://jurnal.poliupg.ac.id/index.php/snp2m/article/viewFile/1414/1312

[15] D. S. Handayani, “Kajian Pustaka Potensi Pemanfaatan Greywater Sebagai Air Siram Wc Dan Air Siram Tanaman Di Rumah Tangga,” J. Presipitasi, vol. 10, no. 1, pp. 41–50, 2013.

Downloads

Published

18/03/2025

Issue

Section

Articles

How to Cite

[1]
“Analisis Potensi Pemanfaatan Effluent WWTP Kota Jambi Dari Aspek Kuantitas”, jse, vol. 10, no. 2, Mar. 2025, Accessed: Mar. 19, 2025. [Online]. Available: https://jse.serambimekkah.id/index.php/jse/article/view/856

Similar Articles

31-40 of 207

You may also start an advanced similarity search for this article.