1972
DOI: 10.3133/pp737
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Reaeration in open-channel flow

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Cited by 148 publications
(105 citation statements)
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References 56 publications
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“…The calculated piston velocity remains rather constant over the entire estuary, with a mean value and standard deviation of 13.5 + 4.9 cm h-l. This value is of the same order of magnitude as the range reported for marine systems (Liss and Merlivat 1986;Wanninkhof 1992) and is typical for moderately turbulent rivers (Bennet and Rathbun 1972;Wilcock 1984) at low wind speeds (~3.6 m s-l). Clark et al (1994) determined the gas exchange rate in the Hudson River with a dual tracer technique and proposed values of K ranging from 1 to 9 cm h-l for a Schmidt number (SC) normalized to 600.…”
supporting
confidence: 70%
“…The calculated piston velocity remains rather constant over the entire estuary, with a mean value and standard deviation of 13.5 + 4.9 cm h-l. This value is of the same order of magnitude as the range reported for marine systems (Liss and Merlivat 1986;Wanninkhof 1992) and is typical for moderately turbulent rivers (Bennet and Rathbun 1972;Wilcock 1984) at low wind speeds (~3.6 m s-l). Clark et al (1994) determined the gas exchange rate in the Hudson River with a dual tracer technique and proposed values of K ranging from 1 to 9 cm h-l for a Schmidt number (SC) normalized to 600.…”
supporting
confidence: 70%
“…Exchange coefficients are a function of molecular activity (D i ) of gases and coefficients for two gases are related as k 1 / k 2 = [D 1 /D 2 ] n where n is a exponent ranging from 0.5 to 1.0 [Bennett and Rathbun, 1972;Genereux and Hemond, 1992]. Assuming organic matter is decomposed as C 6 H 12 O 6 + 6O 2 !…”
Section: Chemical Analysesmentioning
confidence: 99%
“…We selected the models of O'Connor and Dobbins [1958], Owens et al [1964], and Bennett and Rathburn [1972], which were developed for conditions similar to those of our study streams [Cox, 2003]. Our flux estimates are based on equation (1), using [14] We assessed whether tile drains present in the catchments of three of our study streams (Layton Creek, Black River, and Mariposa Brook) were likely to affect gas concentrations using a first-order gas loss equation [Chapra and di Toro, 1991] to define the length of reach over which 95% of the gases input by a tile drain will be dissipated:…”
Section: Unknownmentioning
confidence: 99%