Fig. 5


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Non-uniform performance in a VSF of subtype 3, scenario observed (grey) by Rajaratnam et al. (1986) and simulated (black) by different equation combinations. M1: h2 = 2.712 m and Q = 0.66 m3/s; M2: h2 = 0.931 m and Q = 0.66 m3/s; uniform: h2 = 1.416 m and Q = 0.66 m3/s. (a) Equations (1) and (4). (b) Equation (2) and constant coefficient (C = 0.56). (c) Equations (2) and (4).

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