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in which all inflow and outflow rates are grouped in Q i and Q e , respectively, and S rep-
resents the stored water volume in the flow domain under consideration. By analogy with
(5.101) and (5.102), a kinematic relationship between S and the flow rate Q i and /or Q e
is then invoked to allow solution of Equation (5.125) (i.e. (1.10)). Applications of this
concept will be presented in Chapters 6 and 7.
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