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Application of Yellow Clay Powder for Efficient Treatment of Cyanobacterium Microcystis sp. - Laden Source Water in Drinking Water Treatment Facility
Hyejin Lee, Yujin Lee, Eun Young Bae, Kyoung Hyuk Jang, Hoon Sik Yoom, Heejong Son
J Korean Soc Environ Eng. 2022;44(11):397-405.   Published online November 30, 2022
DOI: https://doi.org/10.4491/KSEE.2022.44.11.397
                     Cited By 2
Applicability of Al/P (Aluminium/Phosphorus) Ratio in SeDAF Process for Enhanced Phosphorus Removal
Yeoju Jang, Jinhong Jung, Kwangho Ahn, Hyunman Lim, Weonjae Kim
J Korean Soc Environ Eng. 2020;42(11):539-547.   Published online November 30, 2020
DOI: https://doi.org/10.4491/KSEE.2020.42.11.539
                  
Sludge Production Characteristics of SedimentationㆍDissolved Air Flotation (SeDAF) Process for Enhanced Phosphorus Removal
Yeoju Jang, Jinhong Jung, Hyangyoun Chang, Nari Park, Miratul Maghfiroh, Weonjae Kim
J Korean Soc Environ Eng. 2020;42(11):529-538.   Published online November 30, 2020
DOI: https://doi.org/10.4491/KSEE.2020.42.11.529
                  
Removal Characteristic of Soluble Cs in Water Using Natural Adsorbent and High Basicity Coagulant Poly Aluminium Chloride
Bokseong Kim, Youngsuk Kim, Yoonsuhn Chung, Sungwon Kang, Daemin Oh, Hojun Chae
J Korean Soc Environ Eng. 2017;39(7):385-390.   Published online July 27, 2017
DOI: https://doi.org/10.4491/KSEE.2017.39.7.385
                     Cited By 1
A Study on Prediction of Sedimentation Efficiency for Sedimentation Basin using Lagrangian Method
Jong-Woong Choi, Sung-Taek Hong, Seong-Su Kim, Youn-Kwon Kim, No-Suk Park
J Korean Soc Environ Eng. 2017;39(5):229-236.   Published online May 31, 2017
DOI: https://doi.org/10.4491/KSEE.2017.39.5.229
                     Cited By 1
Analysis of Physicochemical Characteristics of Suspended Sediments Flowing into the Saemangeum Reservoir in the Summer
Kyoung-Hee Oh, Se-Woong Chung, Young-Cheol Cho
J Korean Soc Environ Eng. 2015;37(2):99-106.   Published online February 28, 2015
DOI: https://doi.org/10.4491/KSEE.2015.37.2.99
  Cited By 3
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