A dynamic rating curve approach to indirect discharge measurement
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![Fig. 2. Case 6 (left) and 8 (right); time evolution of Ra, the ratiobetween local acceleration term (1/g) [∂ (Q/A) /∂t] and hydraulichead slope ∂H/∂x, expressed as a function of the rate of change inwater depth ∂y/∂t.](https://thumb-us.123doks.com/thumbv2/123dok_us/9265344.995945/9.595.312.544.63.150/evolution-ratiobetween-acceleration-hydraulichead-expressed-function-change-inwater.webp)
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