Optimum Depth and Volume Ratio of Aerobic to Anaerobic Bed for Development of Small-Scale Sewage Treatment Apparatus by Natural Purification Method
2006
Seo, D.C. (Gyeongsang National University, Jinju, Republic of Korea) | Park, M.R. (Gyeongsang National University, Jinju, Republic of Korea) | Kwak, N.W. (Gyeongsang National University, Jinju, Republic of Korea) | Hwang, H.N. (Gyeongsang National University, Jinju, Republic of Korea) | Lee, H.J. (Jinju National University, Jinju, Republic of Korea) | Cho, J.S. (Sunchon National University, Sunchon, Republic of Korea) | Heo, J.S. (Gyeongsang National University, Jinju, Republic of Korea), E-mail: [email protected]
To develop small-scale sewage treatment apparatus for detached house of agricultural village, a small-scale sewage treatment apparatus by natural purification method that consisted of aerobic and anaerobic bed was constructed. To reduce the area of a sewage treatment apparatus, four different filter medium was coarse sand, broken stone, steel slag, and mixed filter media(coarse sand: broken stone: steel slag=1:1:1).
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