1990
DOI: 10.1016/0043-1354(90)90051-7
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Modelling the consumption of dissolved contaminants by biofilm periphyton in open-channel flow

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Cited by 22 publications
(16 citation statements)
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“…Thicker biofilms are seen to lead to increased substrate utilization. These results have been obtained using parameter values typical of those used by Lau [4] in his zero-order model, but with the addition of P/W=7 to account for the added river bottom surface area for biofilm activity due to rocks or gravel (Gantzer et al [2]. These calculations have assumed C(0)=500 mg/l, a very high initial substrate concentration, since it is known that biofilm activity is approximately zero order only when substrate concentration is high.…”
Section: Steady Convective-biokinetic Scenariosmentioning
confidence: 97%
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“…Thicker biofilms are seen to lead to increased substrate utilization. These results have been obtained using parameter values typical of those used by Lau [4] in his zero-order model, but with the addition of P/W=7 to account for the added river bottom surface area for biofilm activity due to rocks or gravel (Gantzer et al [2]. These calculations have assumed C(0)=500 mg/l, a very high initial substrate concentration, since it is known that biofilm activity is approximately zero order only when substrate concentration is high.…”
Section: Steady Convective-biokinetic Scenariosmentioning
confidence: 97%
“…In the meantime, the planning tool provides for comparative scenario evaluation. Prior to the development of this tool, the state of the art was typified by work of Lau [4] which presented idealized cases which could be solved in closed form mathematically. With this planning tool, a user can determine relative effects in more 'real world' scenarios that cannot be modeled with closed form mathematics.…”
Section: Concusionsmentioning
confidence: 99%
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“…No matter which way is selected, biofilm will grow on the surface of gravels and utilize the organic pollutants in the river water. Some researchers reported that the biofilm growing on the gravels will be thicker for an open channel with lower flow velocity (Lau, 1990;Lau and Liu, 1993).…”
Section: Introductionmentioning
confidence: 99%