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- W2080175498 abstract "Instantaneous suspended sediment transport rates over numerous tidal cycles have been determined for two tidal creeks in South Carolina: Town Creek, North Inlet, and Bass Creek, Kiawah Island. Three different calculation methods were employed: (1) area-integrated product of sediment concentration, velocity, and sample subarea (Method I, the true transport rate); (2) product of instantaneous channel cross-section area, cross-sectionally averaged velocity, and cross-sectionally averaged concentration (Method II); and (3) product of instantaneous discharge and sediment concentration at a single, near-surface, mid-channel sample location (Method III). Logistical and financial constraints at times dictate use of Method III rather than the more rigorous Method I. Deviations between Method II (and/or III) and Method I as a percentage of the Method I transport rates can be large (up to 120%). Fortunately the largest percent deviations occur at times of low Method I transport. As a result, linear regressions of Method I transport rates against those of Methods II or III yield correlation coefficients r2 > 0·9. Thus Method II or III transport rates can be corrected by regression analysis to give reliable estimates of the Method I transport rate. Accordingly, it may be possible to calculate tidal residual suspended sediment transport rates for the Long-Term Ecological Research (LTER) site at North Inlet using daily water sample data, providing an accurate hypsometric model can be developed for estimating instantaneous discharge from continuous tide data." @default.
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- W2080175498 date "1992-10-01" @default.
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- W2080175498 title "The effect of cross-sectional velocity and concentration variations on suspended sediment transport rates in tidal creeks" @default.
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- W2080175498 doi "https://doi.org/10.1016/s0272-7714(05)80030-7" @default.
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