Articles | Volume 18, issue 5
https://doi.org/10.5194/gmd-18-1395-2025
https://doi.org/10.5194/gmd-18-1395-2025
Development and technical paper
 | 
05 Mar 2025
Development and technical paper |  | 05 Mar 2025

Hydro-geomorphological modelling of leaky wooden dam efficacy from reach to catchment scale with CAESAR-Lisflood 1.9j

Joshua M. Wolstenholme, Christopher J. Skinner, David Milan, Robert E. Thomas, and Daniel R. Parsons

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Localised geomorphic response to channel-spanning leaky wooden dams
Joshua M. Wolstenholme, Christopher J. Skinner, David Milan, Robert E. Thomas, and Daniel R. Parsons
Earth Surf. Dynam., 13, 647–663, https://doi.org/10.5194/esurf-13-647-2025,https://doi.org/10.5194/esurf-13-647-2025, 2025
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Cited articles

Abbe, T. B. and Montgomery, D. R.: Large wood debris jams, channel hydraulics and habitat formation in large rivers, Regul. Rivers: Res. Manage., 12, 201–221, https://doi.org/10.1002/(SICI)1099-1646(199603)12:2/3<201::AID-RRR390>3.3.CO;2-1, 1996. 
Abbe, T., Hrachovec, M., and Winter, S.: Engineered Log Jams: Recent Developments in Their Design and Placement, with examples from the Pacific Northwest, U.S.A, in: Reference Module in Earth Systems and Environmental Sciences, Elsevier, https://doi.org/10.1016/b978-0-12-409548-9.11031-0, 2018. 
Addy, S. and Wilkinson, M. E.: An assessment of engineered log jam structures in response to a flood event in an upland gravel-bed river, Earth Surf. Proc. Land., 4112, 1658–1670, https://doi.org/10.1002/esp.3936, 2016. 
Addy, S. and Wilkinson, M. E.: Representing natural and artificial in-channel large wood in numerical hydraulic and hydrological models, WIREs Water, 6, 1–20, https://doi.org/10.1002/wat2.1389, 2019. 
Al-Zawaidah, H., Ravazzolo, D., and Friedrich, H.: Local geomorphic effects in the presence of accumulations of different densities, Geomorphology, 389, 107838, https://doi.org/10.1016/j.geomorph.2021.107838, 2021. 
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Short summary
Leaky wooden dams are a type of natural flood management intervention that aims to reduce flood risk downstream by temporarily holding back water during a storm event and releasing it afterwards. These structures alter the river hydrology, and therefore the geomorphology, yet often this is excluded from numerical models. Here we show that by not simulating geomorphology, we are currently underestimating the efficacy of these structures to reduce the flood peak and store water.
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