Articles | Volume 26, issue 11
https://doi.org/10.5194/nhess-26-5573-2026
© Author(s) 2026. This work is distributed under the Creative Commons Attribution 4.0 License.
Persistence of scour at bridges using stochastic simulations
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- Final revised paper (published on 03 Nov 2026)
- Preprint (discussion started on 13 Jan 2026)
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-2025-6530', Panayiotis Dimitriadis, 23 Mar 2026
- AC1: 'Reply on RC1', Alonso Pizarro, 02 Jun 2026
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RC2: 'Comment on egusphere-2025-6530', Anonymous Referee #2, 15 Jun 2026
- AC2: 'Reply on RC2', Alonso Pizarro, 18 Jul 2026
Peer review completion
AR – Author's response | RR – Referee report | ED – Editor decision | EF – Editorial file upload
ED: Submit a revised manuscript (28 Aug 2026) by David J. Peres
AR by Alonso Pizarro on behalf of the Authors (08 Sep 2026)
Author's response
Author's tracked changes
Manuscript
ED: Referee Nomination & Report Request started (16 Sep 2026) by David J. Peres
RR by Panayiotis Dimitriadis (26 Sep 2026)
ED: Publish subject to minor revisions (review by editor) (13 Oct 2026) by David J. Peres
AR by Alonso Pizarro on behalf of the Authors (16 Oct 2026)
Author's response
Author's tracked changes
Manuscript
ED: Publish as is (26 Oct 2026) by David J. Peres
AR by Alonso Pizarro on behalf of the Authors (26 Oct 2026)
In this study, the Authors analyze the observed variability of the scour effect at bridges using stochastic simulation tools and schemes, by estimating and preserving vital stochastic properties of scour, such as the long-term persistence and the fractal behaviour, by using high-quality hourly streamflow timeseries with over 20 years of length, and calculating the scour effect through the BRISENT model; please see some (mostly minor) suggestions that I hope they can be helpful to the Authors to further highlight their innovative work:
1) In the Title of the manuscript (i.e., ": Variability and persistence of scour at bridges using stochastic simulations"), I would recommend keeping the "persistence" since if a process is considered persistent then it will also show high variability.
2) I would recommend replacing the "non-stochastic properties of the scouring process" to "deterministic properties of the scouring process".
3) I would recommend that "Observations" shown in Table 3 cannot be "Assumed stationary" and "Nonstationary" but rather the model used to simulate them can be either stationary or non-stationary (see for example, the work by Koutsoyiannis and Montanari, 2015; doi:10.1080/02626667.2014.959959, which describes exactly this issue and its consequences in stochastic simulation).
4) Please note that the case H=0.0 shown in Table 3, can be very difficult to mathematically simulate it; I would recommend to replace it to the H>0 case.
5) Please consider further explaining in more detail the 3 key parameters in the BRISENT model (i.e., 𝜆, 𝑊, and 𝑆) since some Readers may not be familiar with these terms.
6) In the sentence "It is worth mentioning that rough dynamics (i.e., 𝑀 < 0.5) instead of a smooth one (i.e., 𝑀 > 0.5) is usual in many hydrological processes at the analysed hourly scale such as the cases of near-surface temperature, relative humidity, dew point, sea level pressure, wind speed, and precipitation (see, e.g., Dimitriadis et al., 2021b..."), I would recommend replacing the Dimitriadis et al., 2021b (which coincides with Dimitriadis et al., 2021a) to the more relevant study by Pizarro et al. (2022; doi:10.3390/hydrology9070126), where they also estimate important stochastic properties such as the fractal and Hurst parameters.
7) Please consider discussing the work by Vavoulogiannis et al. (2021; doi:10.3390/hydrology8020063), where the AMA model is applied and the asymmetry of streamflow is estimated as prominent at time scales up to four days.