The Use of A Static Mixer for The Coagulation Unit in The Duren Seribu II Water Treatment Plant
DOI:
https://doi.org/10.23969/jcbeem.v7i1.7260Keywords:
coagulation, drinking water, Duren Seribu II WTP, water treatment plantAbstract
In the drinking water treatment plant involves a significant component i.e., coagulation, which distributed coagulants vastly and equally through rapid stirring for destabilizing colloids and suspended particles in the raw water. In water treatment plants, coagulation units are often classified into mechanical and hydraulic coagulation. This study aimed to discover the use of and in-line static mixers as coagulation in designing the Duren Seribu II Drinking Water Treatment Plant (WTP). The design criteria for coagulation unit in Duren Seribu II WTP was determined by comparing several data obtained from literature studies and evaluation of the existing conditions of Duren Seribu I WTP. Duren Seribu I WTP was evaluated by direct measurement in the field. From the results of data analysis, the design criteria appropriate for Duren Seribu II WTP, the G value is 2078.07 sec-1, the detention time (td) is 4 sec, and the G.td value is 8352.19.Downloads
References
Arief I., Tazkiaturrizki, and Winarni. (2020). Performance Evaluation of Sindang Pasekan Water Treatment Plant. International Journal ff Scientific & Technology Research.
Davis, M. L., (2010). Water and Wastewater Engineering. McGraw-Hill, Inc. Facilities (2nd ed.). John Wiley & Sons, Inc.
Gabrielle H., Kusumadewi, R. A., and Ratnaningsih. (2021). Optimisation of Degreemont Water Treatment Package on Kedung Halang Water Treatment Plant, Bogor, West Java. IOP Conference Series: Earth and Environmental Science 894.
Kawamura, S. (1991). Integrated Design of Water Treatment Facilities. New York: John Willey & Sons, Inc.
Lestari, S. A., Tazkiaturrizki, and Winarni. (2019). Evaluasi Ipa Kaligarang III sebagai Dasar Penentuan Kriteria Desain Ipa Pudakpayung di Kota Semarang. Seminar Nasional Cendekiawan ke 5 Tahun 2019.
Peraturan Kesehatan Republik Indonesia 492/MENKES/PER/IV/2010. (2010). Persyaratan Kualitas Air Minum.
Qasim, S. R., & Motley, G. Z. (2000). Water Works Engineering: Planning, Design, and Operation. Prentice-Hall, Inc.
Ramdhan, F., Siami, L., and Winarni. (2019). Optimalisasi Instalasi Pengolahan Air Minum Solear, PDAM Tirta Kerta Raharja -Kabupaten Tangerang. Seminar Nasional Pembangunan Wilayah dan Kota Berkelanjutan.
Reynold & Richard. (1996). Unit Operation and Processes in Environmental Engineering. Boston.
Reynolds, T. D. (1982). Unit Operation and Processes in Environmental Engineering. California: Brook/Cole Engineering Division.
RISPAM (Rencana Induk Penyediaan Air Minum) Kota Depok. (2020). Penysunan Review Rencana Induk Sistem Penyediaan Air Minum (RISPAM) Kota Depok. Depok: Badan Perencanaan Pembangunan Derah (BAPPEDA) Kota Depok.
Sani, I. K., Kusumadewi, R. A., and Winarni. (2019). The Use Of Multi-Criteria Analysis in Selecting Water Treatment Units in Sadu Water Treatment Plant, Bandung District, West Java Province, Indonesia. Journal of Community Based Environmental Engineering and Management. 3(2).
IN COLLABORATION WITH: 
