Articles | Volume 29, issue 22
https://doi.org/10.5194/hess-29-6631-2025
© Author(s) 2025. This work is distributed under the Creative Commons Attribution 4.0 License.
Reconstruction of the reservoir water level–storage volume relationship based on the capacity loss induced by sediment accumulation and its impact on flood control operation
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- Final revised paper (published on 24 Nov 2025)
- Supplement to the final revised paper
- Preprint (discussion started on 14 Mar 2025)
Interactive discussion
Status: closed
Comment types: AC – author | RC – referee | CC – community | EC – editor | CEC – chief editor
| : Report abuse
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RC1: 'Comment on egusphere-2025-679', Anonymous Referee #1, 18 Apr 2025
- AC1: 'Reply on RC1', Qiumei Ma, 04 Jun 2025
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RC2: 'Comment on egusphere-2025-679', Anonymous Referee #2, 28 Apr 2025
- AC2: 'Reply on RC2', Qiumei Ma, 04 Jun 2025
Peer review completion
AR – Author's response | RR – Referee report | ED – Editor decision | EF – Editorial file upload
ED: Reconsider after major revisions (further review by editor and referees) (11 Jun 2025) by Heng Dai
AR by Qiumei Ma on behalf of the Authors (22 Jul 2025)
Author's response
Author's tracked changes
Manuscript
ED: Referee Nomination & Report Request started (27 Jul 2025) by Heng Dai
RR by Anonymous Referee #1 (08 Aug 2025)
RR by Anonymous Referee #2 (28 Aug 2025)
ED: Publish subject to minor revisions (review by editor) (29 Aug 2025) by Heng Dai
AR by Qiumei Ma on behalf of the Authors (07 Sep 2025)
Author's response
Author's tracked changes
Manuscript
ED: Publish as is (11 Sep 2025) by Heng Dai
AR by Qiumei Ma on behalf of the Authors (17 Sep 2025)
Manuscript
The study proposes a capacity loss rate (LR) index to reconstruct the water level-storage (WLS) relationship of reservoirs, utilizing measured water/sediment data and operational records. The suitability of the proposed method is evaluated through water balance principles and comparison with traditional approaches. Subsequently, the impact of reconstructed WLS curves on reservoir flood control and operation is quantified using a flood regulation algorithm with varying design inflow scenarios. The experimental design from WLS curve reconstruction to flood operation impact assessment is systematic. While the proposed methods offer practical values for reservoir management, issues remain in language expression and method application. Therefore, I recommend Major Revision for this manuscript. The detailed comments are as follows: