Discussion of “Consequences of dike breaches and dike overflow in a bifurcating river system” by Anouk Bomers, Ralph M. J. Schielen and Suzanne J. M. H. Hulscher

被引：0
作者：
Eman AlQasimi
Tew-Fik Mahdi
机构：
[1] Polytechnique Montreal,Department of Civil, Geological and Mining Engineering (CGM)
来源：
Natural Hazards | 2020年 / 103卷
关键词：
HEC-RAS; Discharge propagation; Monte Carlo; Manning coefficient; Downstream boundary condition;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
In this discussion, the authors will point out that even if Bomers et al. (Nat Hazards 97:309–334, 2019) tackle an important problem, ignoring the uncertainties related to the roughness coefficients, Manning coefficients, the downstream boundary and most importantly the errors of the chosen software, HEC-RAS, are serious shortcomings of their study.
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页码：1629 / 1632
页数：3
相关论文
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  • [1] Apel H(2009)Influence of dike breaches on flood frequency estimation Comput Geosci 35 907-923
  • [2] Merz B(2017)Quantifying roughness coefficient uncertainty in urban flooding simulations through a simplified methodology Water 9 944-334
  • [3] Thieken AH(2019)Consequences of dike breaches and dike overflow in a bifurcating river system Nat Hazards 97 309-33
  • [4] Bellos V(2016)Application of 2D numerical simulation for the analysis of the February 2014 Bolivian Amazonia flood: application of the new HEC-RAS version 5 RIBAGUA Rev Iberoam del Agua 3 25-17
  • [5] Kourtis IM(2010)A new methodology for flood hazard assessment considering dike breaches Water Resour Res 46 1-undefined
  • [6] Moreno-Rodenas A(2014)Uncertainty analysis for flood inundation modelling with a random floodplain roughness field J Environ Syst Res 3 10-undefined
  • [7] Tsihrintzis VA(undefined)undefined undefined undefined undefined-undefined
  • [8] Bomers A(undefined)undefined undefined undefined undefined-undefined
  • [9] Schielen RMJ(undefined)undefined undefined undefined undefined-undefined
  • [10] Hulscher SJMH(undefined)undefined undefined undefined undefined-undefined
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