참고문헌 (32)

1. JAWRA Journal of the American Water Resources Association SR Abt 49 4 923 2013 10.1111/jawr.12074 Abt SR, Thornton CI, Scholl BA, Bender TR (2013) Evaluation of overtopping riprap design relationships. JAWRA Journal of the American Water Resources Association 49(4):923-937, DOI: https://doi.org/10.1111/jawr.12074 

   상세보기

2. J Ahrens 1975 Large wave tank tests of riprap stability, TM 51 Ahrens J (1975) Large wave tank tests of riprap stability, TM 51. Coastal Engineering Research Center, US Army Engineer Waterways Experiment Station, Vicksburg, MS, USA 

3. JP Ahrens 1019 1975 Wave period effect on the stability of riprap Ahrens JP, McCartney BL (1975) Wave period effect on the stability of riprap. American Society of Civil Engineers, New York, NY, USA, 1019-1034 

4. ASTM 2018 Designation: D6092-14 standard practice for specifying standard sizes of stone for erosion control ASTM (2018) Designation: D6092-14 standard practice for specifying standard sizes of stone for erosion control. ASTM International, West Conshohocken, PA, USA 

5. Journal of the Korean Society of Hazard Mitigation HS Choi 8 3 149 2008 Choi HS, Lee MH (2008) Comparative analyses on hydraulic stability formulae of riprap. Journal of the Korean Society of Hazard Mitigation 8(3):149-156 

6. Journal of Korea Water Resources Association HS Choi 44 6 449 2011 10.3741/JKWRA.2011.44.6.449 Choi HS, Park GH (2011) Experimental formulae development of hydraulic stability for riprap. Journal of Korea Water Resources Association 44(6):449-459, DOI: https://doi.org/10.3741/jkwra.2011.44.6.449 

   원문보기 상세보기

7. Construction Industry Research, Information Association, Civieltechnisch Centrum Uitvoering Research en Regelgeving (Netherlands), Centre d’études maritimes et fluviales (France) (2007) The rock manual: The use of rock in hydraulic engineering 

8. French Committee on Dams and Reservoirs (2002) Small dams - Guidelines for design, construction and monitoring 

9. Hartung F, Scheuerlein H (1970) Design of overflow rockfill dams. Proceedings of ICOLD Montreal Congress of Large Dams, 587-598 

10. Journal of Hydraulic Research PH Hiller 56 2 141 2018 10.1080/00221686.2017.1323806 Hiller PH, Aberle J, Lia L (2018) Displacements as failure origin of placed riprap on steep slopes. Journal of Hydraulic Research 56(2): 141-155, DOI: https://doi.org/10.1080/00221686.2017.1323806 

    상세보기

11. ICOLD 1993 Bulletin 91: Embankment dams upstream slope protection ICOLD (1993) Bulletin 91: Embankment dams upstream slope protection. International Commission on Large Dams, Paris, France 

12. Izbash SV (1935) Construction of dams by dumping stones into flowing water. War Department, US Engineer Office, Engineering Division 

13. SV Izbash 1970 Hydraulics of river channel closure Izbash SV, Khaldre KY (1970) Hydraulics of river channel closure. Butterworths, London, UK 

14. Journal of Hydraulic Research M Jafarnejad 55 2 224 2017 10.1080/00221686.2016.1212940 Jafarnejad M, Franca MJ, Pfister M, Schleiss AJ (2017) Time-based failure analysis of compressed riverbank riprap. Journal of Hydraulic Research 55(2):224-235, DOI: https://doi.org/10.1080/00221686.2016.1212940 

    상세보기

15. P Jansen 1979 Principles of river engineering: The non-tidal alluvial river Jansen P, Van Bendegom L, Van Den Berg JH, de Vries MB, Zanen A (1979) Principles of river engineering: The non-tidal alluvial river. Delftse Uitgevers Maatsschappij, Delft, The Netherlands 

16. Journal of Hydro-Environment Research U Ji 7 1 41 2013 10.1016/j.jher.2012.09.001 Ji U, Yeo W, Kang J (2013) Subsidence of riprap protection without filters for different installation types of riprap around a pier in sands. Journal of Hydro-Environment Research 7(1):41-49, DOI: https://doi.org/10.1016/j.jher.2012.09.001 

    상세보기

17. World Academy of Science, Engineering and Technology D Khan 59 1153 2011 10.5281/zenodo.1079750 Khan D, Ahmad Z (2011) Stabilization of angular-shaped riprap under overtopping flows. World Academy of Science, Engineering and Technology 59:1153-1157, DOI: https://doi.org/10.5281/zenodo.1079750 

    

18. Journal of the Korea Academia-Industrial Cooperation Society SY Kim 18 12 712 2017 10.5762/KAIS.2017.18.12.712 Kim SY, Yoon KS (2017) Experimental study on stability of revetment on inland slope of river levee for prevention of failure due to overtopping. Journal of the Korea Academia-Industrial Cooperation Society 18(12):712-721, DOI: https://doi.org/10.5762/KAIS.2017.18.12.712 (in Korean) 

    원문보기 상세보기

19. Knauss J (1979) Computation of maximum discharge at overflow rockfill dams (a comparison of different model test results). Proceedings of the 13th ICOLD Congress, 143-160 

20. Journal of Waterway, Port, Coastal, and Ocean Engineering N Kobayashi 111 3 552 1985 10.1061/(ASCE)0733-950X(1985)111:3(552) Kobayashi N, Jacobs BK (1985) Riprap stability under wave action. Journal of Waterway, Port, Coastal, and Ocean Engineering, 111(3):552-566, DOI: https://doi.org/10.1061/(ASCE)0733-950X(1985)111:3(552) 

    상세보기

21. Korea Rural Community Corporation (2019) Statistical yearbook of land and water development for agriculture. Korea Rural Community Corporation, Korea, Retrieved October 20, 2019, http://rawris.ekr.or.kr/stastics/pdf/2018.pdf (in Korean) 

22. Korean Journal of Agricultural Science DW Lee 39 3 427 2012 10.7744/cnujas.2012.39.3.427 Lee DW, Noh JJ (2012) Behavior of failure of agricultural reservoir embankment due to overtopping. Korean Journal of Agricultural Science 39(3):427-439, DOI: https://doi.org/10.7744/cnujas.2012.39.3.427 

    원문보기 상세보기

23. Journal of the Korean Society of Agricultural Engineers DW Lee 56 6 63 2014 10.5389/KSAE.2014.56.6.063 Lee DW, Noh JJ (2014) Behavior of failure on agricultural reservoirs embankment by riprap reinforcement method. Journal of the Korean Society of Agricultural Engineers 56(6):63-73, DOI: https://doi.org/10.5389/KSAE.2014.56.6.063 (in Korean) 

    원문보기 상세보기

24. ST Maynord 1978 Practical riprap design (No. WES-MP-H-78-7) Maynord ST (1978) Practical riprap design (No. WES-MP-H-78-7). U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, USA 

25. Ministry of Agriculture 2019 2019 agricultural fill dam design Ministry of Agriculture, Food and Rural Affairs (2019) 2019 agricultural fill dam design. KDS 67 10 20, Ministry of Agriculture, Food and Rural Affairs, Sejong, Korea 

26. Ministry of Environment 2019 2019 fill dam Ministry of Environment (2019) 2019 fill dam. KDS 54 30 00, Ministry of Environment, Sejong, Korea 

27. International Journal of River Basin Management M Najafzadeh 16 4 505 2018 10.1080/15715124.2018.1437738 Najafzadeh M, Rezaie-Balf M, Tafarojnoruz A (2018) Prediction of riprap stone size under overtopping flow using data-driven models. International Journal of River Basin Management 16(4):505-512, DOI: https://doi.org/10.1080/15715124.2018.1437738 

    상세보기

28. KW Pilarczyk 245 1990 Proceedings of the 1990 national conference Pilarczyk KW (1990) Stability criteria for revetments. In: Chang HH, Hill JC (eds) Proceedings of the 1990 national conference. Hydraulic Division of the ASCE, San Diego, CA, USA, 245-250 

29. Ravindra GH, Sigtryggsdottir FG, Lia L (2018) Evaluation of design criteria for downstream riprap of rockfill dams. Proceedings of the 26th Congress on Large Dams, Vienna, Austria 

30. USACE 1991 Hydraulic design of flood control channels USACE (1991) Hydraulic design of flood control channels. EM 1110-21601, US Army Corps of Engineers, Washington DC, USA 

31. USACE 2004 General design and construction considerations for earth and rock-fill dams USACE (2004) General design and construction considerations for earth and rock-fill dams. EM 1110-2-2300, US Army Corps of Engineers, Washington DC, USA 

32. USBR 2014 Design standards No. 13 Embankment dams - Chapter 7: Riprap slope protection USBR (2014) Design standards No. 13 Embankment dams - Chapter 7: Riprap slope protection. US Bureau of Reclamation, Washington DC, USA