2010
DOI: 10.1016/j.quascirev.2010.07.015
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Paleohydraulic reconstruction of the largest Glacial Lake Missoula draining(s)

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Cited by 63 publications
(49 citation statements)
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“…Alho et al (2005), Carrivick et al (2004a,b) and Carrivick (2006Carrivick ( , 2007a have quantitatively linked jökulhlaup hydraulics along the Jökulsá á Fjöllum to landforms and sediments matching flood geomorphology to 'hydraulic envelopes'; usually flow depth / flow velocity ratios (Carrivick, 2007b). The same has been done for the Missoula palaeofloods by O'Connor (1993), Benito (1997) and Alho et al (2010), and for modern outburst floods at Mt. Ruapehu, New Zealand, by Carrivick et al (2009bCarrivick et al ( , 2010.…”
Section: Implications Of the Calculation Of A Very Large Peak Dischargementioning
confidence: 94%
“…Alho et al (2005), Carrivick et al (2004a,b) and Carrivick (2006Carrivick ( , 2007a have quantitatively linked jökulhlaup hydraulics along the Jökulsá á Fjöllum to landforms and sediments matching flood geomorphology to 'hydraulic envelopes'; usually flow depth / flow velocity ratios (Carrivick, 2007b). The same has been done for the Missoula palaeofloods by O'Connor (1993), Benito (1997) and Alho et al (2010), and for modern outburst floods at Mt. Ruapehu, New Zealand, by Carrivick et al (2009bCarrivick et al ( , 2010.…”
Section: Implications Of the Calculation Of A Very Large Peak Dischargementioning
confidence: 94%
“…The area for this lake (Table 2) was estimated using GIS from reconstructed maximum North Sea ice margins and topographic variation around the basin. As the total input of water is relatively small compared to reconstructed glacial outbursts from Lake Agassiz (Teller et al, 2002) or Lake Missoula (Alho et al, 2010) of North America, NS1 assumed a rapid 10 day drainage. This is extremely fast, but not impossible.…”
Section: North Sea Palaeo-lake Drainagementioning
confidence: 99%
“…Steady-state hydraulic reconstructions using slope-area method [10], one-dimensional step-backwater flow model [41] and cross-section averaged hydraulic modelling [3,7,57] commonly evaluate the flow stage at a given discharge without considering the temporal variations of the hydrograph. In addition to the speed up of the computation, an advantage of the steady-state hypothesis is that no uncertainty is introduced when prescribing the hydrograph shape [23].…”
Section: Two-dimensional Shallow Water Modelling Computational Mesh mentioning
confidence: 99%
“…Two-dimensional hydraulic modelling has become a standard in paleohydrology [2,3,7,[23][24][25]] similar to slope-conveyance, slope-area methods and step-backwater analysis [11,26,27]-perhaps due to recent advances in computational power, the availability of Digital Elevation Models (DEM) and open-source 2D codes, e.g., DassFlow-Shallow [28,29]. Guidelines in the development and application of computational methods to environmental fluid mechanics, including quantification of uncertainty and model testing, can be found in [30].…”
Section: Introductionmentioning
confidence: 99%