Weir Design for Ungauged Watersheds of Developing Countries

  • 발행 : 2015.02.28

초록

키워드

참고문헌

  1. Jung, J. K., 2011. An experimental study for estimation of bed protection length. Journal of Wetlands Research, 13(3): 677-686.
  2. Jung, W., 2012. A study on numerical simulation of flood inundation in a coastal urban area: application to Gohyun River in Geoje City, Kyungnam Province. Journal of Korean Water Resources Association, 45(11), 1093-1105. https://doi.org/10.3741/JKWRA.2012.45.11.1093
  3. Jung, Y. H., Jung, C. G., Jung, S. W., Park, J. Y., and Kim, S. J., 2012. Estimation of upstream ungauged watershed streamflow using downstream discharge data. Journal of the Korean Society of Agricultural Engineers, 54(6): 169-176. https://doi.org/10.5389/KSAE.2012.54.6.169
  4. Korea Rural Community Corporation, 2011. Knacks for survey and design works, Daejeon, Korea.
  5. Kim, H. K., Kang, M. S., Song, I. H., Hwang, S. H., Park, J. H., Song, J. H., and Kim, J. H., 2012. Flood inundation analysis in a low-lying rural area using HEC-HMS and HEC-RAS. Journal of the Korean Society of Agricultural Engineers, 54(2): 1-6. https://doi.org/10.5389/KSAE.2012.54.2.001
  6. Lee, J. J., Lee, S. H., and Lee, H. S., 2012. Establishment of river flow drainage plan to construct flood gate of bay and estuary. Proceedings of the 2012 Korean Society of Hazard Mitigation Conference: 263.
  7. Oh, K. R., Park, M. J., Lee, J. H., and Jeong, S. M., 2010. An analysis of hydraulic characteristics in Buyeo Weir for hydraulic experiment and numerical modeling. Proceedings of the 2010 Korean Water Resources Association Conference: 615-619.
  8. REGIDESO, Korea Rural Community Corporation, and Korea Engineering Consultants Corporation, 2010. Report of feasibility study on water resources development and water treatment system construction for the Kinshasa Lemba-Imbu water supply project, Seoul, Korea.
  9. Park, H. S., Yoon, G. H., Koo, B. J., and Choi, G. W., 2013. A comparative study on hydraulic jump and specific losses at downstream according to the weir discharge types. Journal of Wetlands Research, 15(1): 149-157. https://doi.org/10.17663/JWR.2013.15.1.149
  10. Park, J. P., Kim, T. W., Hwang, T. H., and Park, H. G., 2008. Study on flood control effect with movable weir. Proceedings of the 2008 Korean Water Resources Association Conference: 1259-1263.
  11. Ries, K. G., and Friesz, P. J., 2000. Methods for estimating low-flow statistics for Massachusetts streams. Water Resources Investigation Report, U.S. Geological Survey, Massachusetts, USA.
  12. Singh, R. M., 2013. Uncertainty characterization in the design of flow diversion structure profiles using genetic algorithm and fuzzy logic. Journal of Irrigation and Drainage Engineering, 139(2):145-157. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000490
  13. Turan, K. H., 2004. Development of a computer program for optimum design of diversion weirs. Master Thesis, Middle East Technical University, Ankara, Turkey.
  14. US Army Corps of Engineers, 2010. HEC-RAS river analysis system user's manual version 4.1, California, USA.
  15. Yang W. S., Yang S. K., and Kim D. S., 2012. Two-D fluid analysis at flow runoff in the dry stream, Jeju Island. Proceedings of the 2012 Korean Water Resources Association Conference: 587.
  16. Yeo, C. G., Kim, Y. H., Seo, G. S. Song, J. W., 2009. The study for hydraulic influence by installing movable weir. Proceedings of the 2009 Korean Society of Civil Engineers Conference: 1444-1447.
  17. Yi, C. S., Kim., S. H., and Cho, Y. D., 2013. Data mining technique for developing of movable weir. Proceedings of the 2009 Korean Society of Civil Engineers Conference: 2394-2402.