Journal of Wetlands Research (한국습지학회지)

Korean Wetlands Society (한국습지학회)
권호 표지
DOI QR코드

DOI QR Code

Analysis of area-based optimal capacity design method in vegetation type LID

식생형 LID 시설에서 면적 기반의 적정 용량 설계 방법 연구

  • Park, Seowon (Department of Civil Engineering, Seoul National University of Science and Technology) ;
  • Gil, Kyungik (Department of Civil Engineering, Seoul National University of Science and Technology)
  • 박서원 (서울과학기술대학교 건설시스템공학과) ;
  • 길경익 (서울과학기술대학교 건설시스템공학과)
  • Received : 2017.03.14
  • Accepted : 2018.11.14
  • Published : 2018.11.30
Download PDF
⟨ Previous Next ⟩

Abstract

Recently, it has been reported that water pollution due to non-point pollutants continues. Studies have been actively carried out to prevent such non-point pollutants from flowing into the water system and to prevent water pollution. In this study, to evaluate the adequate design of the LID facilities the rainfall corresponding to 80% of the cumulative rainfall of Yongin city was applied to an SA / CA graph obtained from the analysis of monitoring results of the vegetation type LID facility. As a result, the appropriate SA/CA ratio was 0.6% for stormwater sustain efficiency 80% and the appropriate SA/CA ratio was 0.5% for TSS removal efficiency 80%. The appropriate SA/CA ratio of the vegetation type LID proposed in this study can be used as a basis. for the future vegetation type LID design. If more data of vegetation type LID are added through continuous research, it will be more accurate.

최근 비점오염 물질로 인한 수계 오염이 보고되고 있으며, 이러한 비점오염 물질에 의한 수계 오염을 방지하기 위한 연구가 활발히 수행되고 있다. 본 연구에서는 LID 시설의 적정 용량 설계 여부를 평가하기 위해 식생형 LID 시설의 모니터링 결과를 분석에서 얻은 SA/CA 그래프에 용인시의 누적강우량 80%에 해당하는 강우를 적용시켜 보았다. 분석결과, 누적강우량 80%에 해당하는 강우의 유량저감 효율 80%를 달성하기 위한 SA/CA 비율은 0.6%, TSS 제거효율 80%를 달성하기 위한 SA/CA 비율은 0.5%로 나타났다. 본 연구에서 제시한 식생형 LID 시설의 적정 SA/CA 비율은 향후 식생형 LID 시설 설계의 기초자료로 활용될 수 있으며, 지속적인 연구를 통해 더 많은 식생형 LID 시설의 데이터를 추가한다면 신뢰도를 높일 수 있을 것이다.

Keywords

HKSJBV_2018_v20n4_383_f0001.png 이미지

Fig. 1. Location information of monitoring area

HKSJBV_2018_v20n4_383_f0002.png 이미지

Fig. 2. Example of SA/CA graph

HKSJBV_2018_v20n4_383_f0003.png 이미지

Fig. 3. Cumulative rainfall curve in Yong-In city

HKSJBV_2018_v20n4_383_f0004.png 이미지

Fig. 4. Analysis of EMC of LID facilities

HKSJBV_2018_v20n4_383_f0005.png 이미지

Fig. 5. Surface area/Catchment area ratio curve each condition

HKSJBV_2018_v20n4_383_f0006.png 이미지

Fig. 6. Surface area/Catchment area ratio curve at efficiency 80%

Table 1. Specification of LID facilities in Yongin city

HKSJBV_2018_v20n4_383_t0001.png 이미지

Table 2. Characteristic of rainfall depth in each year

HKSJBV_2018_v20n4_383_t0002.png 이미지

Table 3. Cumulative rainfall depth information

HKSJBV_2018_v20n4_383_t0003.png 이미지

Table 4. TSS removal efficiency(EMC base)

HKSJBV_2018_v20n4_383_t0004.png 이미지

References

  1. Korea Ministry of Environment (2016) Installation, management and operation manual of nonpoint pollution abatement facility, Kyungpook National University, Daegu, Korea [Korean Literature]
  2. TS. Kim (2016) The study on Environmental Impact Assessment for the improvement of facilities and reducing non-point pollution, Kyungpook National University, Daegu, Korea [Korean Literature]
  3. GG. Yu, JY. Choi, JS. Hong, SY. Moon, LH. Kim (2015). Development and Evaluation of Bioretention Treating Stormwater Runoff from a Parking Lot. Korean Wetlands society, 17(3), pp. 221-227. [Korean Literature] [https://doi.org/10.17663/jwr.2015.17.3.221]
  4. BG. Choe, OJ. Lee, YK. Park, TH. Im, SD Kim (2016) Quantifying uncertainty in Korean non-point sources pollution control facilities design practice, J. Korean Soc. Hazard Mitig. 16(5), pp. 359-367. [Korean Literature] [https://doi.org/10.9798/kosham.2016.16.5.359]
  5. IH. Kim, BS. Lee, SY. Kwon (2005) Optimum Capacity of Retention Basin for Treating Nonpoint Pollutants and Its Removal Efficiency in Industrial Complex Areas, Korean Wetlands society, 7(3), pp. 75-85. [Korean Literature]
  6. Bae. CY, Park. C, Kil. SH, Choi. IK, Lee. DK (2012) Analysis of Urban Runoff with LID Application - Focused on Green Roofs and Permeable Paver, J. of Korea Planning Association, 47(6), pp. 39-47. [Korean Literature]
  7. Jeon. JC, Kwon. KH, Lee. SH, Lee. JW (2013) EMC and Unit Loads of Pollutants Generated from Tomato Cultivation during Rainfall, J. of Korean Wetlands society, 15(4), pp. 555-566. [https://doi.org/10.17663/jwr.2013.15.4.555]
  8. Kang. MJ, Rhew. DH, Choi. JY (2014) Policies and Research Trends on Non-point Source Pollution Management in Korea, J. of Environmental Policy and Administration, 22(4), pp. 141-167. [Korean Literature] [https://doi.org/10.15301/jepa.2014.22.4.141]
  9. Kim. LH, Oa. SO, Lee SH (2005) Characteristics of Washed-off Pollutants from Railway Station During Storms, J. of the Korean Society for Railway, 8(1), pp. 15-20. [Korean Literature]
  10. Kim. TW, Gil. KI (2011) Comparison of estimation method of pollutant unit loads from bridge area, J. of Korean Society on Water Quality, 27(5), pp. 597-604. [Korean Literature]
  11. Kwon. KH, Song. HJ (2015) Application of Percentile Rainfall Event for Analysis of Infiltration Facilities used by Prior Consultation for LID (Low Impact Development), The International J. of The Korea Institute of Ecological Architecture and Environment, 15(5), pp. 5-12 [https://doi.org/10.12813/kieae.2015.15.5.005]
  12. Lee. JY, Maria C.M., Choi. JY, Lee. JW, Kim. LH (2009) Washoff Characteristics of NPS Pollutants from Artificial Grassland, J. of Korean Wetlands society, 11(3), pp. 145-151.
  13. Paek. SB, Gil. KI (2013) Effects of Grassed Swale Lengths on Reduction Efficiencies of Non-point Source Pollutants, J. of Wetlands Research, 15(3), pp. 387-396. [Korean Literature] [https://doi.org/10.17663/jwr.2013.15.3.387]
  14. Ryu. JH, Yoon. CG, Choi. JH, Rhee. HP, Hwang. YH, Yang HJ (2013) A Study on the Characterization of Land Use in Urban Areas, according to Nonpoint Pollutant Source Runoff, J. of Korean Society on Water Quality, 29(3), pp. 309-316. [Korean Literature]
  15. Seo. MJ, Fouad Jaber, Han. KH, Jung. KH, Zhang. YS, Cho. HR (2015) Modeling Low Impact Development (LID) for the Reduction of Non-Point Pollution at the Small-Scaled Watershed, Korean Society Of Soil Sciences And Fertilizer, pp. 42-50. [Korean Literature]
  16. Shin. JW, Gil. KI (2010) Predictive Relationships of the Nonpoint Source Pollutant Loads with Stormwater runoff Volumes based on the Various Regression Analyses, J. of Korean Society on Water Quality, 27(30), pp. 257-263. [Korean Literature]
  17. Won. CH, Shin. MH, Shin. HJ, Lim. KJ, Choi. JD (2013) Application of BMP for Reduction of Runoff and NPS Pollutions, J. of the Korean Society of Agricultural Engineers, 55(5), pp. 1-7. [Korean Literature] [https://doi.org/10.5389/ksae.2013.55.5.001]
  18. Yi. SJ, Kim. YI (2014) Improvement on Management of Non-point Source Pollution for Reasonable Implementation of TMDL - Focusing on Selection of Non-point Source Pollution Management Region and Management of Non-point Source Pollutant, J. of Korean Society of Environmental Engineers, 36(10), pp. 719-723. [Korean Literature] [https://doi.org/10.4491/ksee.2014.36.10.719]
  19. Yi. HS, Choi. KS, Chong. SN, Lee. SJ (2015) Assessment of Apprehensive Area of Non-Point Source Pollution Using Watershed Model Application in Juam Dam Watershed, J. of Korean Society of Environmental Engineers, 37(10), pp. 551-557. [Korean Literature] [https://doi.org/10.4491/ksee.2015.37.10.551]