2010
DOI: 10.1016/j.gloplacha.2009.11.011
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Reconstructing peak discharges for historic flood levels in the city of Cologne, Germany

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Cited by 79 publications
(148 citation statements)
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“…The ability to reconstruct peak discharges for past floods, based on epigraphic and other documentary sources, represents an important development in incorporating historical information into flood change analyses (e.g. Herget and Meurs, 2010;Elleder et al, 2013).…”
Section: Going Beyond Trend Analysis Of Floodsmentioning
confidence: 99%
“…The ability to reconstruct peak discharges for past floods, based on epigraphic and other documentary sources, represents an important development in incorporating historical information into flood change analyses (e.g. Herget and Meurs, 2010;Elleder et al, 2013).…”
Section: Going Beyond Trend Analysis Of Floodsmentioning
confidence: 99%
“…Table 1 shows a compilation of 46 case studies with historical discharge estimates at sites with multiple floods with discharge estimates published in peer review papers or being cross-checked with the original historical sources. Numerous studies suggest that current flood magnitudes are not unusual within the context of last 1000 years, with good examples for the rivers Rhine (Herget and Meurs, 2010;Wetter et al, 2011), Tiber (Calenda et al, 2005), Llobregat (Thorndycraft et al, 2005), Trent (Macdonald, 2013) and Gardon (Sheffer et al, 2008;Neppel et al, 2010). In general, the largest historical floods from the last 500 years show higher peak flows than the largest gauged floods (Fig.…”
Section: Discharge Of Historical Floods In the Context Of Instrumentamentioning
confidence: 96%
“…The uncertainty on the estimation of roughness and of hydraulic geometry is introduced as different scenarios based on varying assumptions considered. Herget and Meurs (2010) applied this method to the 1374 flood of the River Rhine in Cologne, the highest in the local record. The calculated discharge was validated by application of this equation to recent floods and comparison of results with nearby cross sections.…”
Section: Discharge Estimation From Documentary Recordsmentioning
confidence: 99%
“…The quantitative approach is based on mathematical or numerical one-dimensional to three-dimensional techniques for flow simulation in natural rivers and channels, based on different types of topographical, geomorphological, and hydraulic data (Cunge et al, 1980;Herget and Meurs, 2010;Ortega and Garzón, 2009;. The basic purpose is to quantify the peak water height, the discharge yield and/or the submerged area during a selected flood.…”
Section: Introductionmentioning
confidence: 99%
“…This approach has two main purposes: (a) to obtain data concerning rivers or torrents that lack instrumental data; and (b) to expand the observation period of instrumented rivers to the pre-measurement epoch, to improve the assessment of flood recurrence and trend Herget and Meurs, 2010;Schmocker-Fackel and Naef, 2010). In cases where the river flow is extremely variable, discontinuous or sporadic, as widely observed in many Mediterranean areas and other world regions, the time series of river discharge yield or water height are generally unavailable for long periods and/or large areas.…”
Section: Introductionmentioning
confidence: 99%