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부유사 및 하상토 입도분포를 고려한 저수지 퇴사의 장기모의

Long-Term Simulation of Reservoir Sedimentation Considering Particle-Size Distributions of Suspended Sediment and Bed Materials

  • 김대근 (목포대학교 공과대학 토목공학과) ;
  • 신광균 ((주)삼안 수력사업본부)
  • 투고 : 2012.07.27
  • 심사 : 2012.09.27
  • 발행 : 2013.01.31

초록

본 연구에서는 HEC-RAS의 하상변동모형을 이용하여 고농도의 유사가 중소규모의 저수지에 유입하여 삼각주를 형성하는 과정을 유사의 입도분포를 고려하여 해석하였으며, 다음과 같은 결론을 얻을 수 있었다. 먼저, 삼각주의 시공간적인 분포와 년간 저수지에 퇴적되는 입도별 퇴사량을 합리적으로 예측할 수 있었다. 또한 저수지의 특정위치에서 특정시기에 어떤 입도의 유사가 주로 퇴적되는지를 합리적으로 예측할 수 있었다. 이러한 유사의 입도분포를 고려한 모의와 분석은 수자원관련 시설물의 계획 및 유지관리에 필요한 유용한 정보를 제공해 줄 수 있을 것으로 판단된다.

The bed change model of HEC-RAS was used to predict the formation of a delta upon an influx of high-density sediment while taking the particle-size distributions of the suspended sediment and bed materials into account. The model was able to reasonably predict both the spatial-temporal distribution of the delta and the amount of deposited sediment according to the grain size. In addition, it was able to estimate the main type of grains that sediment at particular locations at particular times moderately well. It is expected that the simulation and the analysis considering these particle-size distributions of sediment will provide important information on planning and maintenance of the water resource related facilities.

키워드

참고문헌

  1. Ackers, P., and White, W.R. (1973). "Sediment transport: A new approach and analysis." Journal of Hydraulics Div., ASCE, Vol. 99, No. HY11, pp. 2041-2060.
  2. Ahn, J.M., Lyu, S.W., and Lee, N.J. (2010). "A study on the optimal sediment discharge formula for Hyeongsan River." J. of Korean Water Resources Association, KWRA, Vol. 43, No. 11, pp. 977-984. https://doi.org/10.3741/JKWRA.2010.43.11.977
  3. Ahn, J.M., Lyu, S.W., and Lee, N.J. (2012). "Determination of the optimal sediment discharge formula for Hyeongsan River using GSTARS." J. of Korean Society of Civil Engineers, KSCE, Vol. 32, No. 1B, pp. 1-7.
  4. Ahn, S.J., Yoon, S.H., and Beack, N.D. (2002). "Prediction of river bed variation using numerical model." J. of Korean Water Resources Association, KWRA, Vol. 35, No. 6, pp. 693.701.
  5. Bae, H.D. (2011). Sedimentation and flushing simulation in reservoirs using 1-D quasi-steady model. M.S. dissertation, Yonsei University, Seoul, Korea.
  6. Bhowmik, N.G., Tsai, C., Parmar, P., and Demissie, M. (2004). HEC-6 modeling of the main stem of the Kankakee River in Illinois from the Stateline bridge to the Kankakee dam. Report 2004-4, Illinois State Water Survey, Champaign, Illinois.
  7. Brunner, G.W. (2010). HEC-RAS river analysis system hydraulic reference manual. Report CPD-69, USACE Hydraulic Engineering Center, Davis, CA.
  8. Choi, S.U., and Choi, S.W. (2011). "Thickness of deposited delta in reservoir sedimentation." Proceedings 37th Congress of KSCE, KSCE, pp. 347-350.
  9. Choi, S.U., and Choi, S.W. (2012). "A quasi-study model for sedimentation and flushing of reservoirs." J. of Korean Water Resources Association, KWRA, Vol. 45, No. 2, pp. 217-227. https://doi.org/10.3741/JKWRA.2012.45.2.217
  10. Copeland, R.R., and Thomas, W.A. (1989). Corte Madera Creek sediment study. Technical report HL89-6, USACE Waterways Experiment Station, Viksburg, MS.
  11. Havis, R.N., Alonso, C.V., and King, J.G. (1996). "Modeling sediment in gravel-bedded streams using HEC-6." Journal of Hydraulic Engineering, ASCE, Vol. 122, No. 10, pp. 559-564. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:10(559)
  12. Hotchkiss, R.H., and Parker, G. (1991). "Shock fitting of aggradational profiles due to backwater." Journal of Hydraulic Engineering, ASCE, Vol. 117, No. 9, pp. 1129-1144. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:9(1129)
  13. Ji, U., Julien, P.Y., and Park, S.K. (2011). "Sediment flushing at the Nakdong river estuary barrage." Journal of Hydraulic Engineering, ASCE, Vol. 137, No. 11, pp. 1522-1535. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000395
  14. Ji, U., Son, K.I., and Kim, M.M. (2009). "Numerical analysis for bed changes in the upstream channel due to the installation of sediment release opening in the flood control dam." J. of Korean Water Resources Association, KWRA, Vol. 42, No. 4, pp. 319-329. https://doi.org/10.3741/JKWRA.2009.42.4.319
  15. Laursen, E.M. (1958). "The total sediment load of streams." Journal of Hydraulics Div., ASCE, Vol. 84, No. HY1, pp. 1530-1 to 36.
  16. Lee, G.M., Fontane, D.G., and Yoo, Y.S. (1997). "Information variable dynamic programming for reservoir sedimentation management." J. of Korean Society of Civil Engineers, KSCE, Vol. 17, No. II-2, pp. 119-128.
  17. Lee, G.M., and Lee, W.S. (1998). "Long-term prediction of dam sedimentation using sluicing efficiency curve and dam operation technique." J. of Korean Water Resources Association, KWRA, Vol. 31, No. 1, pp. 95-103.
  18. Lee, J.S. (1997). "An analysis of long-term bed elevation changes to estimate total scour depth at bridge site." J. of Korean Water Resources Association, KWRA, Vol. 30, No. 6, pp. 721-729.
  19. Morris, G.L., and Fan, J. (2010). Reservoir sedimentation handbook (electronic ver. 1.04), McGraw-Hill., NY, pp. 20-1 to 25.
  20. Pereira, J.F., McCorquodale, J.A., Meselhe, E.A., Georgiou, I.Y., and Allison, M.A. (2009). "Numerical simulation of bed material transport in the Lower Mississippi River." Journal of Coastal Research, Special Issue 56, pp. 1449-1453.
  21. Rim, C.S., Son, K.I., Lee, J.J., and Yoon, S.E. (1999). "A study on the seiment movement using numerical models." J. of Korean Water Resources Association, KWRA, Vol. 32, No. 2, pp. 131-142.
  22. Soni, J.P., Garde, R.J., and Ranga Raju, K.G. (1980). "Aggradation in streams due to overloading." Journal of Hydraulics Div., ASCE, Vol. 106, No. HY1, pp. 117- 132.
  23. STAR Hydropower (2007). Feasibility study for Patrind hydropower project.
  24. Tingsnachali, T., and Supharatid, S. (1996). "Experimental investigation and analysis of HEC-6 river morphological model." Hydrological Processes, Vol. 10, pp. 747-761. https://doi.org/10.1002/(SICI)1099-1085(199605)10:5<747::AID-HYP318>3.0.CO;2-5
  25. Woo, H.S. (2002). River hydraulics. CMG Publishers, Seoul, Korea, pp. 366-384.
  26. Woo, H.S., and Yu, K.K. (1991). A comparative analysis of alluvial channel models for the prediction of riverbed changes. Report KICT91-WR-112, KICT.
  27. Yu, K.K., and Woo, H.S. (1990). "Comparative evaluation of some selected sediment transport formulas." J. of Korean Society of Civil Engineers, KSCE, Vol. 10, No. 4, pp. 67-75.

피인용 문헌

  1. Analysis of the Effect of Dredging and Weirs on Bed Change in the Nakdong River and its Tributary using HEC-6 vol.48, pp.9, 2015, https://doi.org/10.3741/JKWRA.2015.48.9.743
  2. Simulation of Long-term Reservoir Sedimentation and Flushing vol.14, pp.4, 2014, https://doi.org/10.9798/KOSHAM.2014.14.4.333
  3. Scaled-Down Experiments and Numerical Simulations for the Design of a Retention Tank with Rotatable Bucket vol.144, pp.9, 2018, https://doi.org/10.1061/(ASCE)EE.1943-7870.0001436