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Advances in Meteorology
Volume 2016, Article ID 2317252, 9 pages
Research Article

Exploitation of Documented Historical Floods for Achieving Better Flood Defense

1Department of Civil Engineering, Faculty of Technical Sciences, University of Novi Sad, Trg Dositeja Obradovica 6, 21000 Novi Sad, Serbia
2Department of Hydraulic, Water Resources and Environmental Engineering, Faculty of Civil Engineering Subotica, University of Novi Sad, Kozaracka 2/a, 24000 Subotica, Serbia
3Central Tisza Regional Directorate of Water Management, Boldog Sandor Istvan korut 4, Szolnok 5000, Hungary

Received 2 October 2015; Revised 30 January 2016; Accepted 1 February 2016

Academic Editor: Ozgur Kisi

Copyright © 2016 Slobodan Kolaković et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. K. W. Chau, “Application of the Preissmann scheme on flood propagation in river systems in difficult terrain,” in Hydrology in Mountainous Regions. I—Hydrological Measurements; the Water Cycle, IAHS Publications No. 193, IAHS Press, 1990. View at Google Scholar
  2. S. L. Dingman and K. P. Sharma, “Statistical development and validation of discharge equations for natural channels,” Journal of Hydrology, vol. 199, no. 1-2, pp. 13–35, 1997. View at Publisher · View at Google Scholar · View at Scopus
  3. R. L. Barkau, UNET One—Dimensional Unsteady Flow through a Full Network of Open Channels User's Manual, US Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif, USA, 1997.
  4. D. W. Knight and K. Shiono, “Channel and floodplain hydraulics,” in Floodplain Processes, M. G. Anderson, D. E. Walling, and P. D. Bates, Eds., John Wiley & Sons, New York, NY, USA, 1996. View at Google Scholar
  5. D. W. Knight, K. Shiono, and J. Pirt, “Prediction of depth mean velocity and discharge in natural rivers with overbank flow,” in Proceedings of International Conference on Hydraulic and Environmental Modeling of Coastal, Estuarine and River Waters, R. A. Falconer, P. Goodwin, and R. G. S. Matthew, Eds., pp. 419–428, Gower Technical, University of Bradford, September 1989.
  6. S. Kovács, “Modeling the River Tisza by using one-dimension hydro-dynamic model,” in Proceedings of the 3rd International Symposium on Flood Defense, Nijmengen, The Netherlands, May 2005.
  7. S. Kovács and P. Hegedüs, “Using HEC-RAS for complex flood control project,” in Proceedings of the FMA Annual Conference, Sacramento, Calif, USA, September 2005.
  8. F. Pappenberger, K. Beven, M. Horritt, and S. Blazkova, “Uncertainty in the calibration of effective roughness parameters in HEC-RAS using inundation and downstream level observations,” Journal of Hydrology, vol. 302, no. 1–4, pp. 46–69, 2005. View at Publisher · View at Google Scholar · View at Scopus
  9. G. Kuczera and M. Mroczkowski, “Assessment of hydrologic parameter uncertainty and the worth of multiresponse data,” Water Resources Research, vol. 34, no. 6, pp. 1481–1489, 1998. View at Publisher · View at Google Scholar · View at Scopus
  10. J. A. Liggett, “Basic equations of unsteady flow,” in Unsteady Flow in Open Channels, K. Mahmood and V. Yevjevich, Eds., vol. 1, chapter 2, Water Resources Publications, Fort Collins, Colo, USA, 1975. View at Google Scholar
  11. Haestad Methods, Floodplain Modeling Using HEC-RAS, Haestad Press, Waterbury, CT, USA, 2003.
  12. C. A. J. Fletcher, Computational Techniques for Fluid Dynamics, vol. I, Springer, Berlin, Germany, 1991.
  13. A. Chadwick and J. Morfett, Hydraulics in Civil and Environmental Engineering, Spon, London, UK, 1999.
  14. T. Haktanir, H. Citakoglu, and N. Acanal, “Fifteen-stage operation of gated spillways for flood routing management through artificial reservoirs,” Hydrological Sciences Journal, vol. 58, no. 5, pp. 1013–1031, 2013. View at Publisher · View at Google Scholar · View at Scopus