DOI QR코드

DOI QR Code

Lifecycle cost assessment of best management practices for diffuse pollution control in Han River Basin

한강수계 비점오염원 저감시설의 생애주기비용 평가

  • Lee, Soyoung (Water Environment Research Dept., National Institute of Environmental Research) ;
  • Maniquiz-Redillas, Marla C. (Dept. of Civil & Envi. Eng'g., Kongju National University) ;
  • Lee, Jeong Yong (CSE E&C Co. Ltd.) ;
  • Mun, Hyunsaing (Water Environment Research Dept., National Institute of Environmental Research) ;
  • Kim, Lee-Hyung (Dept. of Civil & Envi. Eng'g., Kongju National University)
  • 이소영 (국립환경과학원 물환경연구부 물환경평가연구과) ;
  • ;
  • 이정용 (씨에스이 E&C. Co. Ltd.) ;
  • 문현생 (국립환경과학원 물환경연구부 물환경평가연구과) ;
  • 김이형 (공주대학교 건설환경공학부)
  • Received : 2016.09.19
  • Accepted : 2016.11.07
  • Published : 2016.11.30

Abstract

Diffuse pollution management in Korea initiated by the Ministry of Environment (MOE) resulted to the construction of pilot facilities termed Best Management Practices (BMPs). Twelve BMPs installed for the diffuse pollution management in the Kyung-An Stream were monitored since 2006. Data on the mass loading, removal efficiency, maintenance activities, etc. were gathered and utilized to conduct the evaluation of long-term performance of BMPs. The financial data such as actual construction, design and maintenance cost were also collected to evaluate the lifecycle cost (LCC) of BMPs. In this study, most of the maintenance activity was focused in the aesthetic maintenance that resulted to the annual maintenance cost of the four BMP types was closely similar ranging from 8,483 $/yr for retention pond to 8,888 $/yr infiltration system. The highest LCC were observed in constructed wetland ($418,324) while vegetated system had the lowest LCC ($210,418). LCC of BMPs was not so high as compared with the conventional treatment facility and sewage treatment plant. On the other hand, the relationship of removal efficiency on unit cost for TSS and TN was significant. This study will be used to design the cost effective BMP for diffuse pollution management and become models for LCC analysis.

환경부는 비점오염원 관리를 위해 시범사업으로 12개의 비점오염 저감시설을 경안천 유역에 설치하였으며, 2006년부터 모니터링이 시작되었다. 본 연구는 비점오염 저감시설의 오염부하량, 저감효율, 유지관리 활동 등의 장기간 수행된 모니터링 결과를 바탕으로 각 시설의 경제성을 평가하기 위해 수행되었으며, 생애주기비용(Lifecycle cost, LCC)을 분석하였다. 비점오염 저감시설의 유지관리는 시설경관을 향상시키기 위한 심미적 관리가 중점적으로 수행된 것으로 나타났으며, 저류형 시설(Retention Pond, RP)이 년간 8,483$, 침투형 시설(Infiltration System, IS)이 8,888$로 대부분 비슷한 비용이 발생한 것으로 분석되었다. LCC는 인공습지(Constructed Wetland, CW)가 가장 높은 것($418,324)으로 나타났으며, 반면에 식생형 시설(Vegetated System, VS)이 가장 낮은 것($210,418)으로 분석되었다. 본 연구에서 조사된 비점오염 저감시설의 LCC와 하수처리장 등 수질처리시설의 LCC를 비교한 결과 비점오염 저감시설이 낮은 것으로 나타났다. 한편, 처리용량 대비 생애주기비용이 높아질수록 TSS와 TN의 저감효율은 높아지는 것으로 나타났다. 이러한 연구결과는 비용효율적인 비점오염 저감시설을 설계하는데 유용하게 활용될 것으로 기대되며, 향후 LCC 모델의 기초자료에도 활용될 수 있을 것으로 판단된다.

Keywords

References

  1. Ehlen, MA, Marshall, HE (1996). The economics of new-technology materials: a case study of FRP birdge decking. NISTIT 5864, National Institute of Standards and Technology, Gaithersburg, Md. Guidelines and discount rates for benefit-cost analysis of federal programs,
  2. Appendix C. (1992) OMB Circular No. A-94, Office of Management and Budget, Washington, D.C.
  3. Gersberg, RM, Elkins, BV, Goldman, CR (1983). Nitrogen removal in artificial wetlands, Water Res., 17, pp. 1009-1014. https://doi.org/10.1016/0043-1354(83)90041-6
  4. Hill, DT, Payton, JD (2000). Effect of plant fill ratio in water temperature in constructed wetlands, Biore. Technol., 71, pp. 283-289. https://doi.org/10.1016/S0960-8524(99)90071-8
  5. Houle, J, Roseen, R, Ballestero, T, Puls, T, Sherrard, J (2013). Comparison of maintenance cost, labor demands, and system performance for LID and conventional stormwater management, J. Environ. Eng., 139(7), pp. 932-938. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000698
  6. Huber, WC, Strecker, EW, Heaney, JP, Weinstein, N (2006). Evaluation of best management practices and low impact development for highway runoff control user's guide for BMP/LID selection guideline manual, National Cooperative Research Program.
  7. Joksimovic, D, Alam, Z (2014). Cost efficiency of low impact development stormwater management practices, Procedia Engineering, 89, pp. 734-741. https://doi.org/10.1016/j.proeng.2014.11.501
  8. Jung, YJ, Stenstrom, MK, Jung, DI, Kim, LH, Min, KS (2008). National pilot projects for management of diffuse pollution in Korea, Desalination, 226, pp. 97-105. [Korean Literature] https://doi.org/10.1016/j.desal.2007.02.101
  9. Kloss, C, Crystal, C (2006). Rooftops to Rivers - Green strategies for controlling stormwater and combined sewer overflows, Natural Resource Defense Council, June 2006.
  10. Korean Ministry of Environment (MOE) (2008). BMP Design and Management Manual.
  11. Lee, K, Kim, H, Pak, G, Jang, S, Kim, L, Yoo, C, Yun, Z, Yoon, J (2010). Cost-effectiveness analysis of stormwater best management practices (BMPs) in urban watersheds, Desalination and Water Treatment, 19, pp. 92-96. [Korean Literature] https://doi.org/10.5004/dwt.2010.1900
  12. Liao, Z, Chen, H, Huang, F, Li, H (2014). Cost-effectiveness analysis on LID measures of a highly urbanized area, Desalination and Water Treatment in Press.
  13. Lim, YK, Jung, JC, Shin, HS, Ha, GJ (2014). Analyzing the efficiency of LID technique for urban non-point source management, J. Korean Env. Res. Tech., 17(2), pp. 1-14. [Korean Literature]
  14. Maniquiz, MC, Lee, SY, Kim, LY (2010). Long-Term Monitoring of Infiltration Trench for Nonpoint Source Pollution Control, Water, Air and Soil Pollution, 212(1-4), pp. 13-26. https://doi.org/10.1007/s11270-009-0318-z
  15. Montalto, F, Behr, C, Alfredo, K, Wolf, M, Arye, M, Walsh, M (2007). Rapid assessment of the cost-effectiveness of low impact development for CSO control, Landscape and Urban Planning, 82, pp. 117-131. https://doi.org/10.1016/j.landurbplan.2007.02.004
  16. Panagopoulos, Y, Makropoulos, C, Mimikou, M (2011). Reducing surface water pollution through the assessment of the cost-effectiveness of BMPs at different spatial scales, J. of Environmental Management, 92, pp. 2823-2835. https://doi.org/10.1016/j.jenvman.2011.06.035
  17. Racoviceanu, AI, Karney, BW, Kennedy, CA (2007). Life-cycle energy use and greenhouse gas emissions inventory for water treatment system, J. Infrastruct. Syst., 13, pp. 261-270. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:4(261)
  18. Santos, J, Ferreira, A (2013). Life-cycle cost analysis system for pavement management at project level, Int. J. Pavement Eng., 14, pp. 71-84. https://doi.org/10.1080/10298436.2011.618535
  19. Stokes, JR, Horvath, A (2009). Energy and air emission effects of water supply, Environ. Sci. Technol., 43, pp. 2680-2687. https://doi.org/10.1021/es801802h
  20. United States Environmental Protection Agency (USEPA) (1999). Free water surface wetlands for wastewater treatment, United States Environmental Protection Agency, Washington, DC, June 1999, EPA 832-S-99-002.
  21. United States Environmental Protection Agency (USEPA) (2005). Nonpoint Source News - Notes # 75, May 2005.
  22. United States Environmental Protection Agency (USEPA) (2007). Reducing stormwater costs through low impact development (LID) strategies and practices, EPA publication number 841-F-07-006, December 2007.