2020
DOI: 10.1016/j.jhydrol.2020.125755
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Towards integrated flood inundation modelling in groundwater-dominated catchments

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Cited by 8 publications
(6 citation statements)
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“…In order to improve the performance of the model in catchments underlain by Chalk, SWAT would need to be coupled with a regional groundwater flow model. Although groundwater flow models of Chalk aquifers—including of the Pang (Jackson et al, 2011)—work well at a coarser temporal resolution as water resources models, modelling flood peaks on a daily time step is more challenging (Collins et al, 2020). In part, this is due to the complexity of interactions between matrix and fractures that govern flow through the Chalk unsaturated zone (Collins et al, 2020; Ireson et al, 2009; Jackson et al, 2006a; Rahman & Rosolem, 2017).…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…In order to improve the performance of the model in catchments underlain by Chalk, SWAT would need to be coupled with a regional groundwater flow model. Although groundwater flow models of Chalk aquifers—including of the Pang (Jackson et al, 2011)—work well at a coarser temporal resolution as water resources models, modelling flood peaks on a daily time step is more challenging (Collins et al, 2020). In part, this is due to the complexity of interactions between matrix and fractures that govern flow through the Chalk unsaturated zone (Collins et al, 2020; Ireson et al, 2009; Jackson et al, 2006a; Rahman & Rosolem, 2017).…”
Section: Discussionmentioning
confidence: 99%
“…Although groundwater flow models of Chalk aquifers—including of the Pang (Jackson et al, 2011)—work well at a coarser temporal resolution as water resources models, modelling flood peaks on a daily time step is more challenging (Collins et al, 2020). In part, this is due to the complexity of interactions between matrix and fractures that govern flow through the Chalk unsaturated zone (Collins et al, 2020; Ireson et al, 2009; Jackson et al, 2006a; Rahman & Rosolem, 2017). These authors proposed different methods to improve water flow simulation in the unsaturated zone of Chalk including a decoupled soil layer approach (Mathias et al, 2006), a coupled discrete soil layer approach (Brouyère, 2006), and a multi‐layered approach which represents both soil and weathered chalk (Ireson et al, 2009) with the application of the dual porosity Richards equation to groundwater flow through the matrix.…”
Section: Discussionmentioning
confidence: 99%
“…In our model, we characterize the subsurface based on a 1:625000 scale geological map developed by BGS. While this map has been developed for use in national scale applications, some previous studies have incorporated more detailed information about the variability of subsurface hydrogeological properties at smaller spatial scales that is borehole to catchment (e.g., Collins et al, 2020; Mackay et al, 2015; Rushton et al, 1989). Incorporating these details may also improve our model results and help to reduce the uncertainty due to subsurface hydrogeological properties.…”
Section: Discussionmentioning
confidence: 99%
“…In addition to the quantification of currently available groundwater resources, a national scale model would enable projection of future groundwater resources, for example, under climate change scenarios (Hughes et al, 2021), and groundwater storage depletion under different abstraction scenarios (Jackson et al, 2016). However, in the United Kingdom, groundwater flow modelling efforts so far have focused on the regional scale (e.g., see the reviews in Collins et al, 2020; Jackson et al, 2016; Shepley et al, 2012). Existing national‐scale hydrological models (Bell et al, 2018; Coxon et al, 2019) focus on surface and near‐surface processes and lack an explicit representation of groundwater flow.…”
Section: Introductionmentioning
confidence: 99%
“…Although direct runoff is one of the forms of flooding in permeable catchments (Bradford, 2002), flood events are typically groundwater driven. Flooding is most commonly the result of groundwater-fed fluvial flooding and abnormally high groundwater levels (gwls) away from the perennial river channel that cause inundation of subsurface infrastructure or the discharge of groundwater at surface (Collins et al, 2020;Gotkowitz et al, 2014;Hughes et al, 2011;Macdonald et al, 2008Macdonald et al, , 2012Naughton et al, 2018).…”
Section: Introductionmentioning
confidence: 99%