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If D1 and D2 are depths of water up-stream and down-stream of a hydraulic jump in rectangular channel, the loss of head at the jump is
$$\frac {(D_2 - D_1)^3}{D_1 D_2}$$
$$\frac {(D_2 - D_1)^3}{2 D_1 D_2}$$
$$\frac {(D_2 - D_1)^3}{3 D_1 D_2}$$
$$\frac {(D_2 - D_1)^3}{4 D_1 D_2}$$
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