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Investigation of long-term transport in Tanshui River estuary, Taiwan

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Fig. 6 compares the residual velocity profiles between Q 90
FIG. 5. Model Prediction of Residual Velocity Averaged over Two Spring-Neap Cycles with Historical Mean Freshwater  Dis-charge: (a) Tanshui River–Tahan Stream; (b) Hsintien Stream;
Table 1 presents the calculated results of these two modes for four hydrological conditions (Q 90 , Q 75 , mean discharge, and twice the mean discharge) at various locations along the  bot-tom of the estuary
FIG. 7. Magnitudes of Barotropic and Baroclinic Forcings as Functions of Freshwater Discharge

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