참고문헌 (20)

1. Abt, S.R. and Grigg, N.S. 1975. An approximate method for sizing detention reservoirs. Water Resources Bulletin 14(4): 956-965. 

2. Bohler, B., Hahn, E., Hsu, E., and Rao, A. 2005. Sensitivity of detention basin volume to rainfall input. In, Proceedings of the 2005 World Water and Environmental Resources Congress, pp. 1-11. 

3. Cho, K.J., Lee, D.S., and Kim, H.J. 2014. Numerical model application for analysis of flood level mitigation due to retention-basin. Journal of the Korea Academia-Industrial Cooperation Society 15(1): 495-505. (in Korean) 

   원문보기 상세보기

4. Choi, H.G., Han, K.Y., Yi, J.E., and Cho, W.H. 2012. Study on installation of underground storage facilities for reducing the flood damage. Journal of the Korean Society of hazard Mitigation 12(4): 115-123. (in Korean) 

   원문보기 상세보기

5. David, P.S. and Bedient, P.B. 1980. Detention storage for urban flood control. Journal of Water Resources Planning and Management Division 106(WR2): 413-425. 

   상세보기

6. Guo, Y. and Urbonas, B. 1996. Maximized detention volume determined by runoff capture ratio. Journal of Water Resources Planning and Management 122(1): 33-39. 

   상세보기

7. Hong, Y.M., Yeh, N., and Chen, J.Y. 2006. The simplified methods of evaluation detention storage volume for small catchment. Ecological Engineering 26(4): 355-364. 

   상세보기

8. Jang, I.S., Park, K.B., Lee, M.J., and Lee, J.H. 2010. Study on determine of detention pond in small developed area. Journal of Korean Society of Urban Environment 10(3): 253-258. (in Korean) 

9. Jang, J.Y. and Lee, J.J. 2011. A simplified design method of culvert outlet for detention pond. Journal of Korea Water Resources Association 44(4): 263-273. (in Korean) 

   원문보기 상세보기

10. Kim, D.G. and Ko, Y.C. 2005. A Study on the calculation of storage volume of storm-water detention basins for small urban catchments. Journal of the Korean Society of Water and Wastewater 19(5): 619-624. (in Korean) 

11. Kim, H.J., Bae, D.W., and Yoon, K.S. 2011. Experimental study for analysis of flood mitigation effect by detention basin. Journal of the Korea Society of Hazard Mitigation 11(6): 281-291. (in Korean) 

    원문보기 상세보기

12. Lee, J.J. and Kim, H.N. 2008. Analysis of rainfall runoff reduction effect depending upon the location of detention pond in urban area. Journal of the Korean Society of Civil Engineers. B 28(5B): 535-546. (in Korean) 

13. Lee, J.J. and Kwak, C.J. 2008. A development of simplified design method of the detention pond for the reduction of runoff. Journal of Korea Water Resources Association 41(7): 693-700. (in Korean) 

    원문보기 상세보기

14. Lee, J.J., Ahn, J.C., and Kim, B.I. 2014. Development of simplified computer program for the design of size an culvert outlet in detention pond. Journal of Korea Water Resources Association 47(7): 587-598. (in Korean) 

    원문보기 상세보기

15. Lee, J.S., Lee, J.J., Kim, K.H., and Oh, S.H. 1995. A study on the hydrologic design of detention storage ponds in urbanized area. Magazine of Korea Water Resources Association 28(3): 159-173. (in Korean) 

16. Lee, J.T., Yoon, S.E., Lee, J.J., and Yoon, Y.N. 1991. Planning models for detention ponds with consideration of the urbanization effects. Journal of Korean Association of Hydrologic Sciences 24(4): 73-84. (in Korean) 

17. Lee, S.H., Lee, J.J., and Yoon, S.E. 2017. Estimation of the stormwater impoundments volume dependent on the durations of design rainfall. Journal of Korea Water Resources Association 34(5): 415-426. (in Korean) 

18. Russell, M.G. 1980. Analysis of detention basin systems. Water Resources Bulletin 16(5): 824-829. 

    상세보기

19. Wycoff, R.L. and Singh, V.P. 1976. Preliminary hydrologic design of small flood detention reservoirs. Water Resources Bulletin 12(2): 337-349. 

    상세보기

20. Yoon, Y.J. and Lee, J.C. 2001. Estimation of the stormwater impoundments volume dependent on the durations of design rainfall. Journal of Korea Water Resources Association 34(5): 415-426. (in Korean)