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Derivation Method of Rating Curve and Relationships for Flow Discharge-Total Sediment at Small-Midium Streams in Agrarian Basin

농경유역 중소하천에서 유량과 총유사량의 관계식 유도방법

  • 이종석 (한밭대학교 건설환경공학과) ;
  • 김치곤 (한밭대학교 대학원 토목공학과) ;
  • 유의근 (한밭대학교 대학원 토목공학과)
  • Received : 2015.07.10
  • Accepted : 2015.08.07
  • Published : 2015.08.28

Abstract

This study aims to derivate of the relationship and rating curve for the flow discharge-total sediment using the measured field data from the main points of small-medium stream reaches in agrarian basin. The total sediment of measured data are obtained by bed load added to suspended load which analyzed using the particle size distribution curve of sieve test and the dry or the filtration method from the collected samples by samplers (DH-48, D-74 and BLH-84, BL-84) at the stream bed and the depth-averaged concentration, respectively. These field data had been collected from August 2012 to September 2014 at the seven measuring stations of the national-local channel reaches of the four study streams in the Nonsan river systems of agrarian basin. As a result, the relationships and the rating curve for the flow discharge-total sediment are derived as a function pattern of power law by analyzing on a distribution characteristic of the database set and it will be used as a useful tool to analyze erosion, deposition, and transportation in theoretical research as well as in practical application of the hydraulic sedimentation engineering.

Keywords

Hydraulic Sedimentation Engineering;Transportation;Total Load;Particle Size Distribution Curve;Agrarian Basin

References

  1. 우효섭, 하천수리학, 청문각, 2007.
  2. 이종석, 기초수리학 및 실험, 도서출판 새론, 2012.
  3. 이종석, 논산.강경.노성천권역 히천기본계획 하천 유량.유사량 조사용역, 한밭대학교 건설안전기술연구소, 2013.
  4. 이종석, 김치곤, "논산유역 중소하천의 유량-부유 사량 현장측정분석", 한국방재학회 논문집, 제15권, 제1호, pp.291-296, 2015.
  5. 이종석, 김치곤, 유의근, 이효원, "농경유역 중소 하천의 유량-총유사량 관계식 유도", 2015 콘텐츠학회 춘계학술대회, pp.369-370, 2015.
  6. 한국수자원학회, 하천설계기준.해설, 2009.
  7. Abdolhossein Arami, Behnam Faridgiglo, and Abazar Esmaliouri, "Assessment of Variations in River Discharge and Sediment at Some Stations of Gorgan-Roud River, Golestan Province, Iran," International J. of Agriculture and Crop Sciences, Vol.5, No.12, pp.1351-1357, 2013.
  8. Amin Bordbar and Mehdi Fuladipanah, "Sediment Rating Curve Modification (Case Study: Marun Dam, Behbhan, Iran), "Indian J. of Fundamental and Applied Life Sciences, Vol.4(S4), pp.2345-2351, 2014.
  9. Arman Haddadchi, Mohammad H. Omid, and Amir A. Dehghani, "Bedload Equation Analysis Using Bed Load-Material Grain Size," J. Hydrol. Hydromech., Vol.61, No.3, pp.241-249, 2013.
  10. Carolyn J. Oblinger and Charles G. Groat, Suspended Sediment and Bed Load in Three Tributaries to Lake Emory in the Upper Little Tennessee River Basin, North Carolina, U.S. Geological Survey Water-Resources Investigations Report 03-4194, 2000.
  11. Dallas L. Peck and Glysson G. Douglas, Sediment-Transport Curve, U.S.Geoloical Survey, Open-File Report 87-218, Reston, Virginia, 1987.
  12. M. P. DuBoys, "Etudes du regime du Rhone et de l'action exercee par les eaux surun lit a fond de graviers indefiniment affouillable," Ann. Ponts et Chaussees, ser. 5, Vol.18, pp.141-195, 1879.
  13. H. A. Einstein, The Bed Load Function of Sediment Transportation in Open Channel Flows, Technical Bulletin 1026, U.S. Department of Agriculture, Soli Conservation Service, 1950.
  14. R. I. Ferguson, "River Loads Underestimated by Rating Curves," Water Resources Research, Vol.22, No.1, pp.74-76, 1986. https://doi.org/10.1029/WR022i001p00074
  15. M. H. Garcia, ed., Sedimentation Engineering, Processes, Measurement, Modeling, and Practice, ASCE Manual and Reports on Engineering Practice, No.110, pp.107-123, 2008.
  16. W. H. Graf, Fluvial Hydraulics, Flow and Transport Processes in Channels of Simple Geometry, John Wiley & Sons, 2003.
  17. J. H. Jeong, Analysis of Sediment Discharge in Small-Medium River of Geum River System, Master Thesis in Hanbat National University, 2013.
  18. John J. Ingram, Total Sediment Load Measurement Using Point-Source Suspended- Sediment Data, Hydraulics Laboratory, Department Of The Army, Waterways Experiment Station, U.S. Army Corps of Engineers, 1988.
  19. John Pitlick, Yantao Cui, and Peter Wilcock, Manual for Computing Bed Load Transport Using BAGS (Bedload Assessment for Gravel-bed Streams) Software, United States Department of Agriculture Forest Service, Rocky Mountain Research Station, General Technical Report RMRS-GTR-223, 2009.
  20. P. Y. Julien, Erosion and Sedimentation, 2nd ed., Cambridge University Press, pp.229-239, 2010.
  21. Kamel Khanchoul, Mohamed Benslama, and Boualem Remini, "Regressions on Monthly Stream Discharge to Predict Sediment Inflow to a Reservoir in Algeria," J. of Geography and Geology, Vol.2, No.1, pp.36-47, 2010.
  22. D. P. Kim, "Development of Discharge- Suspended Sediment Discharge Relation Curve of the Seolma-Choen Experimental Catchment," Proceedinds of KSCE, pp.3362-3365, 2009.
  23. J. S. Lee, River Engineering and Design, SaeRon Publish Inc., 2010.
  24. J. S. Lee and Y. J. Pierre, "Electromagnetic Wave Surface Velocimetry," J. Hydra. Engineering, ASCE, Vol.136, No.2, pp.146-153, 2006.
  25. J. S. Lee, J. H. Jeong, and D. C. Lee, "Suspended Load During Normal and Dry Seasons in Small-Medium Rivers," Proceeding of The First Jeju Conference on Converged Content, 2013a.
  26. J. S. Lee, D. C. Lee, and T. W. Lee, "Analysis for Flow Discharge and Suspended Load of National-Local Streams in Nonsan River Systems," Proceedings of The International Conference on Convergence Content, International Hybrid Contents 2013(ICCC 2013), Vol.11, No.2, pp.172-174, 2013b.
  27. Marwan A. Hassana and Richard D. Woodsmith, "Bed Load Transport in an Obstruction-Formed Pool in a Forest, Gravel Bed Stream," Geomorphology, Vol.58, pp.203-221, 2004. https://doi.org/10.1016/j.geomorph.2003.07.006
  28. S. R. McLean, "Depth-Integrated Suspended -Load Calculations," J. Hydra. Eng. ASCE, Vol.117, No.11, pp.1440-1458, 1991. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:11(1440)
  29. E. Meyer-Peter and R. Muller, "Formulas for Bed-Load Transport," Proc. IAHR, Third Annual Conference, Stockholm, Sweden, pp.39-64, 1948.
  30. H. H. Stevens, Computer Program for the Computation of Total Sediment Discharge by the Modified Einstein Procedure, U.S. Geological Survey Water-Resources Investigations Report 85-4047, 1985.
  31. V. A. Vanoni, ed., Sedimentation Engineering, ASCE Manual and Reports on Engineering -Practice, 54, New York, p.18, 1975.
  32. H. S. Woo and P. Y. Julien, "Turbulent Shear Stress in Heterogeneous Sediment-Laden Flows," J. Hydra. Eng. ASCE, Vol.116, No.11, pp.1416-1421, 1990. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:11(1416)
  33. K. K. Yu and H. S. Woo, "Comparative Evaluation of Some Selected Sediment Transport Formulas," KSCE, Vol.10, No.4, pp.67-75, 1990.