1984
DOI: 10.1007/978-94-017-1660-4_35
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Field Techniques for Reaeration Measurements in Rivers

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Cited by 12 publications
(8 citation statements)
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“…The above result is contrary to the previous findings reported by Jirka and Brutsaert (1984) and Holley and Yotsukura (1984). The earlier analyses used running time averages of gas concentration with or without the averaging over the streamlines in an effort to eliminate an uncertainty in <|> values and also used C data extensively.…”
Section: Mass Distribution Factorcontrasting
confidence: 73%
See 1 more Smart Citation
“…The above result is contrary to the previous findings reported by Jirka and Brutsaert (1984) and Holley and Yotsukura (1984). The earlier analyses used running time averages of gas concentration with or without the averaging over the streamlines in an effort to eliminate an uncertainty in <|> values and also used C data extensively.…”
Section: Mass Distribution Factorcontrasting
confidence: 73%
“…In this two-dimensional tracer cloud, the concentration of the nonconservative gas tracer may be related to that of the conservative tracer (Tsivoglou and others, 1965;Holley and Yotsukura, 1984) by…”
Section: Equations For Dissolved Gas Concentrationmentioning
confidence: 99%
“…Rathbun and others (1978) determined that the ratios for ethylene (R,) The use of any gas tracer to simulate oxygen is predicated on the assumption that removal of the gas is by desorption only and that no other physical or chemical processes interfere. Experience (Holley and Yotsukura, 1984) indicates that ethylene gas may be subject to biodegradation. Ethylene, which is an unsaturated hydrocarbon, is more chemically reactive than saturated hydrocarbons such as propane.…”
Section: Tank Testsmentioning
confidence: 99%
“…Equation 1 combines the concept of first-order decay, dt with that of the hydraulic transport by advection and diffusion, which are assumed identical for for both solutes. The decay coefficient, K, is assumed to be effective from the instant of solute release and to be constant with respect to time, t. Equation 1 is, thus, valid for unsteady flow, and provides the most practical description of first-order decay for the three-dimensional transport problem in rivers (Holley and Yotsukura, 1984).…”
Section: Introductionmentioning
confidence: 99%