1977
DOI: 10.1175/1520-0485(1977)007<0711:comaoc>2.0.co;2
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Comparison of Model and Observed Currents in Lake Michigan

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Cited by 17 publications
(6 citation statements)
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“…These authors reported smaller values of F n in the upper layers than the lower layers at several shallow and deep moorings (e.g., 0.96–1.09 vs. 0.99–1.1 at 20 m, 0.82–0.98 vs. 0.92–1.59 at 60 m, and 0.55 vs. 0.96 at 155 m). Compared to earlier predictions of current velocities in summer (e.g., 1 ≤ F n ≤ 1.11 in Allender , 1977; 0.79 ≤ F n ≤ 1.01 in Schwab , 1983; 0.95 ≤ F n ≤ 1.05 in Beletsky & Schwab, 2001; 0.55 ≤ F n ≤ 1.59 in Beletsky et al, 2006), this study showed a comparable modeling skill in Lake Michigan (0.52 ≤ F n ≤ 1.33). It should be pointed out that the study from Beletsky et al (2006) covered a large number of years (e.g., 1998–2003) and great number of current observations (e.g., seven moorings), while only two locations for 6 months in 2 years were included in this study.…”
Section: Resultssupporting
confidence: 63%
“…These authors reported smaller values of F n in the upper layers than the lower layers at several shallow and deep moorings (e.g., 0.96–1.09 vs. 0.99–1.1 at 20 m, 0.82–0.98 vs. 0.92–1.59 at 60 m, and 0.55 vs. 0.96 at 155 m). Compared to earlier predictions of current velocities in summer (e.g., 1 ≤ F n ≤ 1.11 in Allender , 1977; 0.79 ≤ F n ≤ 1.01 in Schwab , 1983; 0.95 ≤ F n ≤ 1.05 in Beletsky & Schwab, 2001; 0.55 ≤ F n ≤ 1.59 in Beletsky et al, 2006), this study showed a comparable modeling skill in Lake Michigan (0.52 ≤ F n ≤ 1.33). It should be pointed out that the study from Beletsky et al (2006) covered a large number of years (e.g., 1998–2003) and great number of current observations (e.g., seven moorings), while only two locations for 6 months in 2 years were included in this study.…”
Section: Resultssupporting
confidence: 63%
“…Field measurements span a large spectrum of values for both the horizontal and the vertical coefficients: the former can vary from 10 À2 to 10 2 m 2 s À1 , the latter from 10 À6 to 10 À2 m 2 s À1 . As a consequence of the differences in geometry and turbulence characteristics, we have ascertained a large variability of a E , which may vary for instance from 10 À3 (lake Michigan, data from Allender [2]) to 0.7 (lakes Kinneret and Biwa, data from Pan et al [24] and Akitomo et al [1]). It is important to note that the horizontal eddy viscosity is not usually considered as a crucial parameter for numerical simulations [38].…”
Section: Discussionmentioning
confidence: 99%
“…According to (2), the former condition is associated with negligible transversal gradient of the total pressure term g à h à þ g à s ðH à À h Ã Þ in a significant part of the water body.…”
Section: A Simplified Analytical Solutionmentioning
confidence: 99%
“…Unfortunately, adequate and accurate overlake meteorological data are virtually nonexistent for Lake Erie. Therefore a method for determining such information must be selected from among the recommended methods [Cressman, 1959;Allender, 1977] and used to create time and space data for any point throughout the extent of the Lake. Also a method of aggregating the overlake data into compact plots reflecting the activity of the Lake must be determined.…”
Section: Structure and Characteristics Of Storm Surgementioning
confidence: 99%