Analisa Perbandingan Koagulan Aluminium Sulfat dan Aluminium Clorohidrat terhadap Air Baku di PDAM Tirta Musi

Deliya Sandora, Fitria Wijayanti, Elfira Rosa Pane, Leni Legasari

Sari


Coagulation are a step in water purification carried out using a coagulant as a floc binding agent in raw water. Many types of coagulants are used in the coagulation process, including aluminum sulfate and aluminum chlorohydrate. This study aims to compare the effectiveness of the use of the two coagulants in raw water in PDAM Tirta Musi. The testing process had carried out when the pH of the raw water had high and using the jar test method. A jar test had a test method to determine the ability of a coagulant and determine the optimum dose in the process of purifying water and wastewater. After testing, the results were obtained in the form of a significant decrease in turbidity value along with an increase in the dose of coagulant added. In the aluminum chlorohydrate coagulant, the water condition started to clear at a dose of 20 ppm, and in the aluminum sulfate coagulant, the water condition started to clear at a dose of 95 ppm. The addition of aluminum sulfate dose is inversely proportional to the pH of the raw water, but for aluminum chlorohydrate coagulant its use doesn't affect the pH conditions of the raw water. At high water pH, the use of aluminum chlorohydrate is more effective because the dose used had only small and makes the use of aluminum chlorohydrate more economical. However, for aluminum sulfate coagulant at normal water pH conditions, its use is preferred, because the effectiveness of aluminum sulfate coagulant increases when water pH is normal.

Teks Lengkap:

PDF

Referensi


sumber:www.oseanografi.lipi.go.id. (2003). XXVIII(3), 17–25.

Said, Nusa Idaman. 2008. Teknologi Pengelolaan Air Minum “Teori dan Pengalaman Praktis”. Jakarta: Pusat Pengelolaan Lingkungan.

Prihatinningtyas. (2013). Natural Coagulant Application from Corn Flour In Clean Water Treatment. Jurnal Teknosains, 2(2), 1–26.

Gebbie, P. (2005). A dummy’s guide to coagulants. 68th Annual Water Industry Engineers and Operators’ Conference, 75, 75–83.

Karamah, E. F., Bismo, S., & Simbolon, H. M. (2010). Pengaruh Ozon Dan Konsentrasi Zeolit Terhadap Kinerja Proses Pengolahan Limbah Cair Yang Mengandung Logam Dengan Proses Flotasi. MAKARA of Technology Series, 12(1), 43–47. https://doi.org/10.7454/mst.v12i1.522

Husaini, H., Cahyono, S. S., Suganal, S., & Hidayat, K. N. (2018). Perbandingan Koagulan Hasil Percobaan Dengan Koagulan Komersial Menggunakan Metode Jar Test. Jurnal Teknologi Mineral Dan Batubara, 14(1), 31. https://doi.org/10.30556/jtmb.vol14.no1.2018.387

Permenkes RI. (2010). Peraturan Menteri Kesehatan Republik Indonesia Nomor 492/Menkes/Per/IV/2010 Tentang Persyaratan Kualitas Air Minum. In Peraturan Mentri Kesehatan Republik Indonesia (p. MENKES).

Bancin, J. B., & Nuzlia, C. (2020). TURBIDITAS DAN pH AIR BAKU PADA INSTALASI PENGOLAHAN AIR BERSIH . 2(2014), 139–147.


Refbacks

  • Saat ini tidak ada refbacks.


P-ISSN (cetak): 2654-4032
E-ISSN (online): 2964-6820

Kantor Redaksi:
Fakultas Sains dan Teknologi
Universitas Islam Negeri Raden Fatah Palembang
email: semnassaintek_uin@radenfatah.ac.id
 

Creative Commons License
Karya ini disebarluaskan di bawah lisensi Creative Commons Attribution-ShareAlike 4.0 International License.