Articles | Volume 21, issue 5
Hydrol. Earth Syst. Sci., 21, 2559–2578, 2017
https://doi.org/10.5194/hess-21-2559-2017
Hydrol. Earth Syst. Sci., 21, 2559–2578, 2017
https://doi.org/10.5194/hess-21-2559-2017

Research article 23 May 2017

Research article | 23 May 2017

Assessment of extreme flood events in a changing climate for a long-term planning of socio-economic infrastructure in the Russian Arctic

Elena Shevnina et al.

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Interactive discussion

Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
ED: Reconsider after major revisions (05 Apr 2016) by Carlo De Michele
AR by Lorena Grabowski on behalf of the Authors (19 May 2016)  Author's response
ED: Referee Nomination & Report Request started (04 Jun 2016) by Carlo De Michele
RR by Francesco Serinaldi (02 Jul 2016)
RR by Anonymous Referee #3 (13 Jul 2016)
ED: Reconsider after major revisions (13 Oct 2016) by Carlo De Michele
AR by Anna Mirena Feist-Polner on behalf of the Authors (01 Dec 2016)  Author's response
ED: Referee Nomination & Report Request started (12 Dec 2016) by Carlo De Michele
RR by Francesco Serinaldi (03 Jan 2017)
RR by Irina Fedorova (15 Feb 2017)
ED: Publish subject to minor revisions (further review by Editor) (26 Feb 2017) by Carlo De Michele
AR by Elena Shevnina on behalf of the Authors (10 Mar 2017)  Author's response    Manuscript
ED: Publish subject to minor revisions (further review by Editor) (01 Apr 2017) by Carlo De Michele
AR by Elena Shevnina on behalf of the Authors (11 Apr 2017)  Author's response    Manuscript
ED: Publish as is (16 Apr 2017) by Carlo De Michele
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Short summary
This paper presents the probabilistic approach to evaluate design floods in a changing climate, adapted in this case to the northern territories. For the Russian Arctic, the regions are delineated, where it is suggested to correct engineering hydrological calculations to account for climate change. An example of the calculation of a maximal discharge of 1 % exceedance probability for the Nadym River at Nadym is provided.