1999
DOI: 10.1002/(sici)1099-1085(199905)13:7<1051::aid-hyp789>3.3.co;2-i
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The influence of recent environmental change on flooding and sediment fluxes in the Yorkshire Ouse basin

Abstract: This study attempts to establish causes of historical variations in¯ood frequency and magnitude in a 119-year ood stage record at York, and assess its likely eects on¯uxes of ®ne sediment and associated base metal contaminants. Climatic controls of¯ooding are evaluated through analysis of synoptic¯ood generation, and large-scale land use changes are also considered in terms of their in¯uence on food frequency and magnitude and sediment availability. The late nineteenth century was characterized by low¯ood freq… Show more

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Cited by 14 publications

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How this paper cites the one you are viewing
“…The unclassified type (U) was not observed during the studied period. These results are in accordance with LCT frequencies assessed in previous studies for UK (Longfield and Macklin, 1999;Pattison and Lane, 2012) and Sweden (Chen, 2000). LCC A is similarly dominant with over 30%, and LCCs W and C have very similar frequencies.…”
Section: Lamb Circulation Types and Classes
supporting
confidence: 92%
How this paper cites the one you are viewing
“…The unclassified type (U) was not observed during the studied period. These results are in accordance with LCT frequencies assessed in previous studies for UK (Longfield and Macklin, 1999;Pattison and Lane, 2012) and Sweden (Chen, 2000). LCC A is similarly dominant with over 30%, and LCCs W and C have very similar frequencies.…”
Section: Lamb Circulation Types and Classes
supporting
confidence: 92%
How this paper cites the one you are viewing
“…The increase in flooding recorded in Yorkshire Ouse catchment since the 1980s (Longfield and Macklin, 1999) is also evident in other parts of northern (Werritty, 2002) and western Britain (Higgs, 1987). In the upper Severn basin, mid-Wales, for example, increased flooding has resulted in higher bank erosion rates and larger areas of gravel within the channel, stored within periodically mobile gravel-bar complexes (Gittins, 2004).…”
Section: 'Little Ice Age' Flooding and Alluvial Responses To Modern C
mentioning
confidence: 88%
How this paper cites the one you are viewing
“…Typically, flood frequency estimates (also known as design flood estimates) are derived by fitting statistical models to a series of annual maximum (AMAX) peak flows measured at a gauging station. There are a small number of AMAX records that have more than a century of data (see Longfield & Macklin, 1999;Marsh & Harvey, 2012); however, for most locations the gauged record is relatively short (most begin between 1950 and 1980), often much shorter than the rarity of events required for design of flood defences and reservoir spillways, ranging from 100 to 10,000 years. To overcome this, current methods in FEH advocate the "pooling" of data from hydrologically similar sites, but ideally flood estimates would be based on a long data series representing the flood characteristics at the location of interest.…”
mentioning
confidence: 99%