2003
DOI: 10.5194/hess-7-75-2003
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Hydrological impacts of floodplain restoration: a case study of the River Cherwell, UK

Abstract: This paper investigates the impacts on floods of hypothetical changes to river channel geometry by construction or removal of embankments to prevent water spreading onto the floodplain at high flows. A numerical model is applied to the River Cherwell between Oxford and Banbury to simulate changes to flood hydrographs. Embanking the river increases the peak flows downstream by 50-150%. Restoring the river channel through the floodplain to pre-engineered dimensions reduces peak flow by around 10-15% and increase… Show more

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Cited by 92 publications
(55 citation statements)
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References 17 publications
(12 reference statements)
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“…Wetlands 322 UK wetlands are important both for the biodiversity they support (Merritt, 1994) and the 323 services they perform for mankind, such as nutrient removal (Fisher and Acreman, 2004), and 324 flood reduction (Acreman et al, 2003). There are three important types of wetland that must be considered in the Thames and 333…”
mentioning
confidence: 99%
“…Wetlands 322 UK wetlands are important both for the biodiversity they support (Merritt, 1994) and the 323 services they perform for mankind, such as nutrient removal (Fisher and Acreman, 2004), and 324 flood reduction (Acreman et al, 2003). There are three important types of wetland that must be considered in the Thames and 333…”
mentioning
confidence: 99%
“…agriculture (Holman et al, 2003;Sullivan et al, 2004), forestry (Robinson, 1998a;1998b;Archer, 2003), land drainage (Conway and Millar, 1960), channel modification (Acreman et al, 2003), wetlands (Mitsch and Gosselink, 2000). However, not all the possible land management practices are feasible in terms of implementing them in all catchments.…”
Section: ) To Compile a List Of Potential Land Management Scenarios mentioning
confidence: 99%
“…The effect of relative timing on peak flows downstream has been investigated in a limited number of studies (Acreman et al, 2003;Lane 2003a;Thomas and Nisbet, 2007).…”
Section: ) To Determine Which Areas (Sub-catchments) Of the Catchmenmentioning
confidence: 99%
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“…According to the Manning's relationship v = 1/n × R 2/3 × I 1/2 , water velocity or v is a function of water surface and has an inverse relation to roughness coefficient n (Acreman et al 2003). Therefore, the roughness parameter turns out to be an effective parameter commonly obtained through a calibration procedure (Lane & Ferguson 2005;Hunter et al 2007;Casas et al 2010).…”
mentioning
confidence: 99%