DOI QR코드

DOI QR Code

Spatial Analysis of Nonpoint Source Pollutant Loading from the Imha dam Watershed using L-THIA

L-THIA를 이용한 낙동강수계 임하댐유역 비점오염원의 공간적 분포해석

  • Received : 2012.11.09
  • Accepted : 2013.01.02
  • Published : 2013.01.31

Abstract

Long-Term Hydrologic Impact Assessment (L-THIA) model which is a distributed watershed model was applied to analyze the spatial distribution of surface runoff and nonpoint source pollutant loading from Imha watershed during 2001~2010. L-THIA CN Calibration Tool linked with SCE-UA was developed to calibrate surface runoff automatically. Calibration (2001~2005) and validation (2006~2010) of monthly surface runoff were represented as 'very good' model performance showing 0.91 for calibration and 0.89 for validation as Nash-Sutcliffe (NS) values. Average annual surface runoff from Imha watershed was 218.4 mm and Banbyun subwatershed was much more than other watersheds due to poor hydrologic condition. Average annual nonpoint source pollutant loading from Imha wateshed were 2,295 ton/year for $BOD_5$, 14,752 ton/year for SS, 358 ton/year for T-N, and 79 ton/year for T-P. Amount of pollutant loading and pollutant loading rates from Banbyun watershed were much higher than other watersheds. As results of analysis of loading rate from grid size ($30m{\times}30m$), most of high 10 % of loading rate were generated from upland. Therefore, major hot spot area to manage nonpoint source pollution in Imha watershed is the combination of upland and Banbyun subwatershed. L-THIA model is easy to use and prepare input file and useful tool to manage nonpoint source pollution at screening level.

Keywords

References

  1. Donigian, A. S. and J. T. Love, 2003. Sediment calibration procedures and guidelines for watershed modeling. WEF TMDL 2003, November 16-19, 2003. Chicago, Illinois. WEF Specialty Conference Proceedings on CD-ROM.
  2. Engel, B. A., 2005. L-THIA NPS Version-2.3. Purdue University. USA.
  3. Imhadam Basin Commission. 2012. Management and analysis of the effective of control measures for reducing soil erosion from Imha watershed (in Korean).
  4. Jeon, J. H., C. G. Yoon, and J. H. Ham, 2001. Analysis of relationships among the pollutant concentrations in non-urban area. Korean Journal of Limnology 34(3): 215-222.
  5. Jeon, J. H., T. Kim, and D. Choi, 2011. Regionalization of CN values at Imha watershed with SCE-UA. Journal of the Korean Society of Agricultural Engineers 53(5): 9-16. https://doi.org/10.5389/KSAE.2011.53.5.009
  6. Jeon, J. H., 2011. Analysis of spatial distribution of surface runoff in Seoul city using L-THIA: Case study on event at July 27, 2011. Journal of the Korean Society of Agricultural Engineers 53(6): 171-183. https://doi.org/10.5389/KSAE.2011.53.6.171
  7. Kim, J. G., Y. S. Park, J. W. Seok, R. J. Chul, H.W. Kang, K. S. Kim, J. D. Choi, and K. J. Lim, 2010. Comparison of estimated direct runoff using SWAT and L-THIA in the Doam-dam Watershed. The KCID Journal 17(1): 35-42.
  8. Kim, J., K. J. Lim, Y. Park, S. Heo, J. Park, J. Ahn, K. S. Kim, and J. Choi, 2007. The effect of slopebased Curve Number adjustment on direct runoff estimation by L-THIA. Journal of Korean Society on Water Quality 23(6): 897-905.
  9. Kim, J. J., T.D. Kim, D. H. Choi, K. J. Lim, B. A. Engel, and J. H. Jeon, 2009. L-THIA modification and SCE-UA application for spatial analysis of nonpoint source pollution at Gumho River Basin. Journal of Korean Society on Water Quality 25(2): 311-321.
  10. Kim, D. S., 2006. A study on the estimation of nonpoint source pollution source load using GIS and L-THIA models. M.S. Thesis, Daegue, Ind.: Yeungnam University (in Korean)
  11. MEV, 2006. A handbook of management of nonpoint source pollution. 11-1480000-000750-01. Ministry of Environment, Korea (in Korean).
  12. NIER, 2010. National wide estimation and predict of nonpoint source pollution. National Institute of Environmental Research, Korea (in Korean).
  13. Shin, M. H., J. A. Lee, S. U. Cheon, Y. J. Lee, K. J. Lim, and J. Choi, 2010. Analysis of the Characteristics of NPS runoff and application of L-THIA model at upper Deacheong Reservioir. Journal of the Korean Society of Agricultural Engineers 52(1): 1-11.
  14. USDA, 1986. Urban Hydrology for Small Watershed. Technical Release55.Conservation Engineering Division, Natural Resources Conservation Service, USDA.

Cited by

  1. Prioritization of Control Areas using Vulnerable Areas by Non-point Source Pollution vol.56, pp.6, 2014, https://doi.org/10.5389/KSAE.2014.56.6.011