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자연정화공법에 의한 인공습지 하수처리장에서 하수처리 공정개선에 따른 질소 및 인의 처리효율 향상 방안

A Study on the Improvement of Treatment Efficiency for Nitrogen and Phosphorus by Improved Sewage Treatment Process in Constructed Wetland by Natural Purification Method

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초록

To effectively treat the domestic sewage that was produced on a small-scale in farming and fishing village in order to encourage an ecologically friendly environment, a small-scale sewage treatment apparatus using natural purification methods that consisted of an aerobic and an anaerobic plots were constructed. The efficiency of sewage treatment according to the sewage loading was investigated to obtain the optimum sewage loading in small-scale sewage treatment apparatus. Removal rate of pollutants according to the sewage loading were in the order of 150 L m-2 day-1 ≒ 300 L m-2 day-1 > 600 L m-2 day-1. Therefore, the optimum sewage loading was 300 L m-2 day-1. Under the optimum sewage loading, removal rate of BOD, CODMn, turbidity, T-N and T-P were 99, 94, 99, 49 and 89%, respectively. However, to satisfy the water quality standard in effluent in small-sclae sewage treatment apparatus for domestic sewage treatment, the low removal efficiency of T-N and T-P must be improved. So to improve the removal rate of T-N and T-P, the efficiency of sewage treatment according to the improved sewage treatment process such as, re-treatment at aerobic plot, anaerobic condition of aerobic plot, changing the filter media sizes and the depths in anaerobic plot, and also addition of oyster shells to filter media at anaerobic plot were investigated. In case of 150 cm depth in anaerobic plot with filter medium A (effectivity particle size 1.50 mm) and addition of oyster shells to filter media at anaerobic plot, removal rate of T-N and T-P in both plots were increased by 10 and 3%, and 14 and 7% in comparison with 100 cm depth in anaerobic plot with filter medium B (effectivity particle size 0.95 mm), respectively. The optimum improved sewage treatment process in small-scale sewage treatment apparatus were 150 cm depth in anaerobic plot with filter medium A and addition of oyster shells to filter media at anaerobic plot.

Abstract

To effectively treat the domestic sewage that was produced on a small-scale in farming and fishing village in order to encourage an ecologically friendly environment, a small-scale sewage treatment apparatus using natural purification methods that consisted of an aerobic and an anaerobic plots were constructed. The efficiency of sewage treatment according to the sewage loading was investigated to obtain the optimum sewage loading in small-scale sewage treatment apparatus. Removal rate of pollutants according to the sewage loading were in the order of 150 L m-2 day-1 ≒ 300 L m-2 day-1 > 600 L m-2 day-1. Therefore, the optimum sewage loading was 300 L m-2 day-1. Under the optimum sewage loading, removal rate of BOD, CODMn, turbidity, T-N and T-P were 99, 94, 99, 49 and 89%, respectively. However, to satisfy the water quality standard in effluent in small-sclae sewage treatment apparatus for domestic sewage treatment, the low removal efficiency of T-N and T-P must be improved. So to improve the removal rate of T-N and T-P, the efficiency of sewage treatment according to the improved sewage treatment process such as, re-treatment at aerobic plot, anaerobic condition of aerobic plot, changing the filter media sizes and the depths in anaerobic plot, and also addition of oyster shells to filter media at anaerobic plot were investigated. In case of 150 cm depth in anaerobic plot with filter medium A (effectivity particle size 1.50 mm) and addition of oyster shells to filter media at anaerobic plot, removal rate of T-N and T-P in both plots were increased by 10 and 3%, and 14 and 7% in comparison with 100 cm depth in anaerobic plot with filter medium B (effectivity particle size 0.95 mm), respectively. The optimum improved sewage treatment process in small-scale sewage treatment apparatus were 150 cm depth in anaerobic plot with filter medium A and addition of oyster shells to filter media at anaerobic plot.

참고문헌 (15)

  1. Kwun, S. K., "Performance for a small on-site wastewater treatment system using the absorbent biofilter in rural areas", Kor. J. Environ. Agric, 18(4), pp.310~315 (1999)
  2. Laber, J., "Two -stage constructed wetlands for treatment hospital wastewater in Nepal", Wet. Sci. Tech, 40(3), pp.317~324 (1999)
  3. Ministry of Enviroment, "White paper on the environment" (2000), Ministry of Environment Republic
  4. Seo, D. C., "Development of Sewage Treatment Apparatus by Natural Purification Method", 석사, pp.2002
  5. Lim, S. C., "Efficiency of sewage treatment by improvement of water treatment system in environmentally friendly constructed wetland" (2003), Gyeongsang National University of Education
  6. Seo, D. C., "Selection of optimum pebbles size in sewage treatment plant by natural purification method", Kor. J. Environ. Agric, 26(1), pp.26~35 (2003)
  7. Ministry of Environment, "The standard method of water analysis" (2000), Ministry of Environment Republic
  8. APHA, "Standard methods for the examination of water and wastewater" (1995), American Public Health Association
  9. Ministry of Environment, "White paper on the environment" (2002), Ministry of Environment Republic
  10. Huang, J., "Nitrogen removal in constructed wetlands employed to treat domestic wastewater", Wat. Res, 34(9), pp.2582~2588 (2002)
  11. Lee, Y. D., "A study on the advanced treatment of wastewater by plants", Journal of the Environmental Sciences, 8(1), pp.75~81 (1999)
  12. Yoon, C. G., "Feasibity study of constructed wetland for the wastewater treatment in rural area", J. KSAE, 40(3), pp.83~93 (1988)
  13. Oh, B. K., "A study of the nitrification and denitrification process on the sewage disposal water plants and pebbles", 석사, pp.1999
  14. Seo, D. C., "Phosphorus retention capacity of filter media for estimating the longevity of constructed wetland", Wat. Res, 39, pp.2445~2457 (2005)
  15. Ferguson, J. F., "A model for aluminum phosphate precipitation", J. Water control Pollt. Fed, 49(4), pp.646~658 (1977)

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