AN INVESTIGATION OF THE EFFECTS OF WATER VELOCITY ON INORGANIC PHOSPHORUS INFLUX TO A SEDIMENT

Citation
Wa. House et al., AN INVESTIGATION OF THE EFFECTS OF WATER VELOCITY ON INORGANIC PHOSPHORUS INFLUX TO A SEDIMENT, Environmental pollution, 89(3), 1995, pp. 263-271
Citations number
25
Categorie Soggetti
Environmental Sciences
Journal title
ISSN journal
02697491
Volume
89
Issue
3
Year of publication
1995
Pages
263 - 271
Database
ISI
SICI code
0269-7491(1995)89:3<263:AIOTEO>2.0.ZU;2-8
Abstract
Measurements of the net influx of soluble reactive phosphorus (SRP), t o a river bed-sediment, illustrate the importance of the water velocit y and hydrodynamics in controlling the transfer rates. Experiments are reported using a characterised bed-sediment, with associated fauna, c ontained in a flowing-water channel. The results show a systematic inc rease in the net influx of SRP with increasing water velocity. A mathe matical description of the influx was sought by modelling the experime ntal 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 equa tion, The boundary-layer model leads to an inverse relationship betwee n the boundary-layer thickness (z/mu m), and the water velocity (v/cm s(-1), viz z approximate to 2500/v). In comparison, the parabolic equa tion of the form: influx of SRP (mu mol m(-2)) = k(p) [SRP-EPC(0)](2), where EPC(0) is the concentration at which the influx is zero prior t o the sorption of phosphorus by the sediment and k(p) is the rate cons tant which leads to a velocity dependence, k(p) = 0.714v + 1 where k( p) is the reduced rate constant, k(p)* = k(p)(v)/k(p)(0). The semi-em pirical Elovich equation in the form: influx of SRP (mu mol m(-2)) = ( 1/b) ln(1 + abt) where a and b are the Elovich parameters and t the ti me, gives a convenient description of the net influx of SRP to bed-sed iments downstream of a point-source of pollution. The parameters calcu lated from the I results obtained from the experimental channel are us ed to estimate the SRP flux to the sediment for a distance of up to 5 km downstream of a point-input of SRP.