Literatur Review: Dinamika Residu Klorin dan Kualitas Mikrobiologi pada Jaringan Distribusi Air Minum di Indonesia
Keywords:
Residual chlorine, chlorine decay, Escherichia coli, biofilm, water distribution system, IndonesiaAbstract
Pemeliharaan free residual chlorine (FRC) dalam sistem distribusi air minum SPAM sangat penting untuk mengendalikan pertumbuhan kembali mikroorganisme, namun kondisi tropis di Indonesia mempercepat peluruhan klorin dan menurunkan efektivitas disinfeksi. Tinjauan literatur ini menggunakan pendekatan naratif-komparatif untuk menyintesis bukti kuantitatif mengenai dinamika peluruhan klorin dan kualitas mikrobiologis air pada SPAM di Indonesia. Sebanyak 37 studi yang dipublikasikan pada periode 2010 –2026 dipilih dari Google Scholar, Scopus, dan Portal Garuda berdasarkan kriteria inklusi yang telah ditetapkan. Tinjauan ini menunjukkan adanya korelasi negatif yang konsisten antara jarak distribusi dan konsentrasi FRC, sementara suhu tropis (25–30 °C) secara signifikan mempercepat peluruhan klorin. Reaksi dinding (wall decay) pada pipa besi galvanis tua berkontribusi hingga 97,1% terhadap total konsumsi klorin. Ketika konsentrasi FRC menurun di bawah 0,20 mg/L, kadar coliform meningkat secara signifikan. Beberapa studi juga melaporkan potensi keberlangsungan bakteri dalam kondisi Viable but Non-Culturable (VBNC) serta pembentukan produk samping disinfeksi (disinfection by-products/DBPs) yang bersifat karsinogenik, termasuk THMs dan HAAs, akibat overdosis klorin. Tinjauan ini menyimpulkan bahwa pengelolaan disinfeksi yang efektif pada SPAM memerlukan strategi terintegrasi, termasuk booster chlorination, optimasi hidraulik, perbaikan material pipa, dan pemantauan DBPs yang didukung oleh model peluruhan yang telah disesuaikan dengan data kondisi lapangan.
References
[1] P. S. Komala, N. T. Dewi, and A. Adetya, “Simulasi sisa klor pada jaringan distribusi wilayah utara Perumda Air Minum Kota Padang,” Jurnal Serambi Engineering, vol. 8, no. 1, pp. 4803–4810.
[2] E. Sofia and R. Riduan, “Evaluasi dan analisis pola sebaran sisa klor bebas pada jaringan distribusi IPA Sungai Lulut PDAM Bandarmasih,” Jukung Jurnal Teknik Lingkungan, vol. 3, no. 2, pp. 10–24, doi: 10.20527/jukung.v3i2.4023.
[3] P. S. Komala, “Analisis spasial residu klorin dan total coliform pada area meter terukur (DMA) jaringan distribusi air minum,” Jurnal Sains dan Teknologi Lingkungan, vol. 16, no. 2, pp. 145–155, doi: 10.21776/ub.pengairan.2022.013.01.07.
[4] M. Kitajima, J. Hata, S. Matsubara, S. M. Whittle, A. H. Knudson, and T. A. Thomas, “Microbial abundance and community composition in biofilms on in-pipe sensors in a drinking water distribution system,” Science of The Total Environment, vol. 766, p. 142314, doi: 10.1016/j.scitotenv.2020.142314.
[5] S. Suhariono, “Hubungan Jarak Distribusi Air Bersih terhadap Sisa Klor, Total Coliform, Escherichia coli pada Air Bersih di RSUD Dr. Soetomo,” Jurnal EnviScience, vol. 7, no. 2, pp. 190–202, doi: 10.30736/jev.v7i2.578.
[6] Z. Mol, P. Vet, J. H. G. Vreeburg, and W. A. M. Hijnen, “Pressure-induced taste and odour deviations within the high-pressure drinking water distribution system,” Water Res., vol. 289, p. 124965, doi: 10.1016/j.watres.2025.124965.
[7] K. K. R. Indonesia, “Peraturan Menteri Kesehatan Republik Indonesia Nomor 2 Tahun 2023 tentang Peraturan Pelaksanaan Peraturan Pemerintah Nomor 66 Tahun 2014 tentang Kesehatan Lingkungan,” Sekretariat Negara, Jakarta. [Online]. Available: https://peraturan.bpk.go.id/Details/246473/permenkes-no-2-tahun-2023
[8] A. Susanto, S. Sumarno, B. Pramudono, and D. Dwi, “Analysis of free residual chlorine in drinking water distribution systems in ore processing industry,” Pol. J. Environ. Stud., vol. 29, no. 6, pp. 4321–4330, doi: 10.15244/pjoes/120154.
[9] G. Dhanabal and G. Chellaiah, “Enhancing residual chlorine stability in water distribution systems: Challenges, modeling approaches, and advanced optimization strategies,” Next Chemical Engineering, vol. 1, p. 100005, doi: 10.1016/j.nxcen.2025.100005.
[10] P. Kongbuchakiat, S. Techato, K. Whangchai, and P. Srimalee, “Comparison of chlorine decay models under varying temperature and UV254 for water supply,” Results in Engineering, vol. 28, p. 108043, doi: 10.1016/j.rineng.2025.108043.
[11] A. Kurniawan, R. S. Ningrum, and S. Siswanto, “Korelasi jarak distribusi dengan degradasi sisa klor aktif dan pertumbuhan coliform pada pipa transmisi air minum,” Jurnal Kesehatan Lingkungan, vol. 12, no. 3, pp. 185–193.
[12] B. Josopandojo and A. Purnomo, “Studi kemampuan instalasi pengolahan air untuk meminimalisasi trihalometana (studi kasus IPA Siwalanpanji Kabupaten Sidoarjo,” Jurnal Teknik ITS, vol. 9, no. 2, pp. 1–6, doi: 10.12962/j23373539.v9i2.53648.
[13] X. Gao, Y. Zhang, Z. Wang, L. Zhao, and Q. S. Wu, “Chloro- and bromo-benzoquinone formation and transformation mechanisms in a drinking water-distribution system,” J. Hazard. Mater., vol. 461, p. 132692, doi: 10.1016/j.jhazmat.2023.132692.
[14] M. M. Huda, A. S. Suryandari, and R. D. Kartika, “Analisis pengaruh sisa klor terhadap air distribusi PDAM Surya Sembada IPAM Karang Pilang 3 Kota Surabaya,” Jurnal Teknologi Manajemen Energi Indonesia, vol. 3, no. 2, pp. 215–220, doi: 10.55606/jtmei.v3i2.3822.
[15] Y. Yu, L. Wang, X. Zhao, J. Li, and T. Chen, “Exploring the potential of machine learning to understand the occurrence and health risks of haloacetic acids in a drinking water distribution system,” Science of The Total Environment, vol. 951, p. 175573, doi: 10.1016/j.scitotenv.2024.175573.
[16] Z. Li, Y. Liu, W. Wang, X. Zhang, and H. Cao, “Deciphering chlorine decay influenced by corrosion scale and biofilm from pipe walls in water distribution system: A variable rate exponential model,” Journal of Water Process Engineering, vol. 75, p. 107910, doi: 10.1016/j.jwpe.2025.107910.
[17] J. Xu, X. C. Wang, M. Niu, and R. Chen, “Role of drinking water biofilms on residual chlorine decay and trihalomethane formation: An experimental and modeling study,” Science of The Total Environment, vol. 642, pp. 516–525, doi: 10.1016/j.scitotenv.2018.05.363.
[18] P. Hua, M. Niu, X. C. Wang, J. Xu, and L. Zhang, “Modeling and elucidation the effects of iron deposits on chlorine decay and transient trihalomethane formation in drinking water distribution system,” Water Res., vol. 207, p. 117804, doi: 10.1016/j.watres.2021.117804.
[19] W. Feng, L. Zhang, Q. Zhou, and X. Wang, “The mixed-order chlorine decay model with an analytical solution and corresponding trihalomethane generation model in drinking water,” Environmental Pollution, vol. 335, p. 122227, doi: 10.1016/j.envpol.2023.122227
[20] X. Zhou, T. Zheng, Y. Wang, F. Li, and J. Zhou, “Thermal energy recovery from chlorinated drinking water distribution systems: Effect on chlorine and microbial water and biofilm characteristics,” Environ. Res., vol. 187, p. 109655, doi: 10.1016/j.envres.2020.109655.
[21] D. Hu, Z. Zhang, Y. Li, J. Wang, and L. Liu, “Pipeline sediments and secondary water supply tanks as dominant reservoirs of microbiological risk in drinking water distribution systems,” Environ. Res., vol. 291, p. 123551, doi: 10.1016/j.envres.2025.123551.
[22] B. Liu, Y. Zhao, J. Sun, and X. Li, “Bacterial communities in sediment and bulk water of chlorinated drinking water distribution system,” Environ. Res., vol. 267, p. 121611, doi: 10.1016/j.envres.2025.121611.
[23] Y. Chen, X. Wang, H. Wang, Z. Zhang, and L. Xu, “Comprehensive comparison of water quality risk and microbial ecology between new and old cast iron pipe distribution systems,” Journal of Environmental Sciences, vol. 146, pp. 55–66, doi: 10.1016/j.jes.2023.05.020.
[24] Y. Ke, Q. Zhang, S. Wu, J. Zhou, and Y. Yang, “Seasonal variations of environmental parameters, microbial community and antibiotic resistome in a suburb drinking water distribution system,” Journal of Environmental Sciences, vol. 127, pp. 714–725, doi: 10.1016/j.jes.2022.07.001.
[25] J. H. Bai, L. Zhao, W. Chen, and Y. Liu, “Chlorination drives biofilm adaptation and resistance of bacteria in raw water: Community succession and antibiotic resistance genes,” Water Res., vol. 274, p. 126037, doi: 10.1016/j.watres.2026.126037.
[26] M. Wang, X. Liu, J. Zhang, and H. Wang, “Regrowth of Escherichia coli in environmental waters after chlorine disinfection: shifts in viability and culturability,” Environ. Sci. (Camb)., vol. 8, no. 7, pp. 1423–1430, doi: 10.1039/d1ew00945a.
[27] T. Kim, J. Park, S. Olson, and B. S. Becker, “Residual disinfectant effectively suppresses Legionella species in drinking water distribution systems supplied by surface water in Minnesota, USA,” Science of The Total Environment, vol. 940, p. 173317, doi: 10.1016/j.scitotenv.2024.173317.
[28] G. J. Puzon, J. S. Moon, and S. B. Wylie, “Naegleria fowleri in drinking water distribution systems,” Curr. Opin. Environ. Sci. Health, vol. 16, pp. 22–27, doi: 10.1016/j.coesh.2020.02.003.
[29] W. Zhao, H. Yang, L. Zhang, Y. Feng, and X. Zhou, “High temperatures promote antibiotic resistance genes conjugative transfer under residual chlorine: Mechanisms and risks,” J. Hazard. Mater., vol. 483, p. 136675, doi: 10.1016/j.jhazmat.2024.136675.
[30] T. Nakanishi, K. Yamamoto, H. Itoh, and M. Sugiyama, “Legionella community dynamics in a drinking water distribution system: Impact of residual chlorine depletion,” Science of The Total Environment, vol. 956, p. 177302, doi: 10.1016/j.scitotenv.2024.177302.
[31] S. Huang, Z. Chen, L. Wang, and Y. Zhang, “Impact of ozonation on disinfection byproducts formation from phenylalanine during chlorination,” Journal of Environmental Sciences, vol. 144, pp. 199–211, doi: 10.1016/j.jes.2023.08.030.
[32] E. Kumpel and K. L. Nelson, “Intermittent water supply: Prevalence, practice, and microbial water quality,” Environ. Sci. Technol., vol. 50, no. 2, pp. 542–553, doi: 10.1021/acs.est.5b03973.
[33] J. C. Kwio-Tamale and C. Onyutha, “Influence of physical and water quality parameters on residual chlorine decay in water distribution network,” Heliyon, vol. 10, no. 10, p. 30892, doi: 10.1016/j.heliyon.2024.e30892.
[34] H. P. Hua, Y. Zhao, L. M. Wang, and J. G. Li, “Impact of physicochemical and microbial drivers on the formation of disinfection by-products in drinking water distribution systems,” Water Res., vol. 273, p. 123001, doi: 10.1016/j.heliyon.2024.e30892.
[35] T. Zhang, Y. Wang, J. Liu, P. Sun, and X. Li, “Effect of booster disinfection on the prevalence of microbial antibiotic resistance and bacterial community in a simulated drinking water distribution system,” Environmental Pollution, vol. 343, p. 122902, doi: 10.1016/j.envpol.2023.122902.
[36] M. Albert, J. Boxall, and S. Husband, “Modelling Bacterial Biomass in a Non-chlorinated Drinking Water Distribution System,” Procedia Eng., vol. 186, pp. 127–134, doi: 10.1016/j.proeng.2017.03.218.
[37] S. Quarini, J. Ainslie, M. Herbert, and T. Edward, “Application of ice pigging to the water industry: Impacts on pipes and bulk water quality,” Water Industry Engineering, vol. 9, pp. 1–12, doi: 10.1016/j.eng.2023.09.016.
[38] P. Zhu, L. Feng, J. Liu, and X. Qi, “Effects of a composite phosphate corrosion inhibitor on corrosion behavior and water quality stability in drinking water distribution systems,” Water Cycle, vol. 6, pp. 506–515, doi: 10.1016/j.watcyc.2025.05.004.
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Copyright (c) 2026 Wildani Saputri Sihombing, Puti Sri Komala (Author)

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