Open Access
Issue
E3S Web Conf.
Volume 85, 2019
EENVIRO 2018 – Sustainable Solutions for Energy and Environment
Article Number 07001
Number of page(s) 8
Section Environment
DOI https://doi.org/10.1051/e3sconf/20198507001
Published online 22 February 2019
  1. ***, USDA-NRCS-United States Department of Agriculture, Natural Resources Conservation Service, Part 630 Hydrology, National Engineering Handbook, Ch. 17 Flood Routing (2014) https://www.wcc.nrcs.usda.gov/ftpref/wntsc/H&H/NEHhydrology/ch17.pdf [Google Scholar]
  2. M. Fiorentini, S. Orlandini, Adv. Water Resour., 59, 123 (2013) https://doi.org/10.1016/j.advwatres. 2013.05.013 [Google Scholar]
  3. X. Li, B.D. Wang, R. Shi, J. Hydrol. Eng., 14(2), 197 (2009) https://doi.org/10.1061/(ASCE)1084-0699(2009)14:2(197) [Google Scholar]
  4. D.L. Fread, K.S. Hsy, Applicability of two simplified flood routing methods: level-pool and Muskingum-Cunge, in: Shen H.W., Su S.T., Wen F., ASCE National Hydraulic Engineering Conference, CA: ASCE, (1993) http://cedb.asce.org/CEDB search/record.jsp?dockey=0084080 [Google Scholar]
  5. B.A. Dendrou, E.N. Houstis, T.S. Papatheodorou, S.A. Dendrou, Department of Computer Science Technical Reports, Purdue e-Pubs, Report no. 78-279 (1978) https://docs.lib.purdue.edu/cgi/ viewcontent.cgi?referer=https://www.google.ro/&httpsredir=1&article=1209&context=cstech [Google Scholar]
  6. J.D. Fenton, Hydrolog. Sci. J., 37(3), 233 (2010) http://johndfenton.com/Papers/Fenton92-Reservoir-routing.pdf [CrossRef] [Google Scholar]
  7. T. Haktanir, H. Ozmen, Comparison of hydraulic and hydrologic routing on three long reservoirs, J. Hydraul. Eng., ASCE, 123(2), 153 (1997) https://doi.org/10.1061/(ASCE)0733-9429(1997)123 :2(153) [CrossRef] [Google Scholar]
  8. V.T. Chow, D.R. Maidment, L.W. Mays, Applied Hydrology, second ed. (Mc-Graw Hill Inc., Europe 2013) [Google Scholar]
  9. L.G. Puls, Flood Regulation of Tennesse River, In Proceedings of the 70th Congress, 1st Session, House Document No. 185, Part 2, Appendix B, US Govt. Printing Office, Washington, D.C. (1928) [Google Scholar]
  10. T. Strelkoff, USACE, Hydrologic Engineering Center, Research Documents RD-23 (1980) http://www.hec.usace.army.mil/publications/ResearchDocuments/RD-23.pdf [Google Scholar]
  11. R.D. Goodrich, Civil Eng., 1, 417 (1931) [Google Scholar]
  12. ***, USACE-United States Army Corps of Engineers, Engineering and Design, Flood Runoff Analysis, Manual No. 1110-2-1417 (1994) https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/em_1110-2-1417.pdf [Google Scholar]
  13. ***, USACE-United States Army Corps of Engineers, HEC-RAS, Hydrologic Engineering Centre- River Analysis System, Version 5.05 (2018) http://www.hec.usace.army.mil/software/hec-ras/ [Google Scholar]
  14. C. Goodell, B. Walhin, Dynamic and Level Pool Reservoir drawdown-a Practical Comparison for Dam Breach modeling, 33rd IAHR Congress Proceedings, Vancouver (2009) [Google Scholar]
  15. O. Cocoş, Water management in Bucharest City, in Romanian (Ars Docendi, Bucureşti, 2006) [Google Scholar]
  16. D.M. Cojoc, Hydrologic analysis of Dâmboviţa river in the context of regulated regime, in Romanian, (Terra Nostra, Iaşi, 2016) [Google Scholar]
  17. D.E. Gogoaşe Nistoran, A. Dragomirescu, C.S. Ionescu, M. Schiaua, N. Vasiliu, M. Georgescu, A Procedure to Develop Area- Storage Capacity Curves of Reservoirs from Depth Sounding Surveys, IEEE Conf. Publications, 2017 Int. Conf. on Energy and Environment CIEM, (2017) https://ieeexplore.ieee.org/document/8120761 [Google Scholar]
  18. D.E. Gogoaşe Nistoran, D. A. Gheorghe Popovici, B. A. Craia Savin, I. Armaş, GIS for dam-break flooding. Study area: Bicaz-Izvorul Muntelui (Romania), in: M. Bostenaru M., C. Crăciun, Space and time visualizations, Springer, 253 (2016) https://link.springer.com/chapter/10.1007%2F978-3-319-24942-1_15 [CrossRef] [Google Scholar]
  19. P.B. Bedient, W.C. Huber, B.E. Vieux, Hydrology and floodplain analysis, 6th edition (Pearson, 2018) [Google Scholar]

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