An investigation of the effects of water velocity on inorganic phosphorus influx to a sediment

W. A. House*, F. H. Denison, J. T. Smith, P. D. Armitage

*Corresponding author for this work

    Research output: Contribution to journalArticlepeer-review

    Abstract

    Measurements of the net influx of soluble reactive phosphorus (SRP), to a river bed-sediment, illustrate the importance of the water velocity and hydrodynamics in controlling the transfer rates. Experiments are reported using a characterised bed-sediment, with associated fauna, contained in a flowing-water channel. The results show a systematic increase in the net influx of SRP with increasing water velocity. 

    A mathematical description of the influx was sought by modelling the experimental results using the Elovich equation, a boundary-layer model and a parabolic rate equation. In fact all three kinetic equations produce a good representation of the experimental data and it is concluded that further research is needed, in well-defined hydrodynamic conditions, to distinguish between the boundary-layer model and the parabolic equation. 

    The boundary-layer model leads to an inverse relationship between the boundary-layer thickness (z/μm), and the water velocity (v/cm s-1, viz z ≈ 2500/v). In comparison, the parabolic equation of the form: influx of SRP (μmol m-2 = kp [SRP-EPC0]2, where EPC0 is the concentration at which the influx is zero prior to the sorption of phosphorus by the sediment and kp is the rate constant which leads to a velocity dependence, kp* = 0·714v + 1 where kp* is the reduced rate constant, kp* = kp(v)/kp(0). 

    The semi-empirical Elovich equation in the form: influx of SRP (μmol m-2) = ( 1 b) ln(1 + abt) where a and b are the Elovich parameters and t the time, gives a convenient description of the net influx of SRP to bed-sediments downstream of a point-source of pollution. The parameters calculated from the results obtained from the experimental channel are used to estimate the SRP flux to the sediment for a distance of up to 5 km downstream of a point-input of SRP.

    Original languageEnglish
    Pages (from-to)263-271
    Number of pages9
    JournalEnvironmental Pollution
    Volume89
    Issue number3
    DOIs
    Publication statusPublished - 1 Sept 1995

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