Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD3/2
Q = 1.71 BD1/2
Q = 1/71 BD2/3
Q = 1.71 BD

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Irrigation Engineering
Bligh's theory of seepage assumes

More weightage to horizontal creep than vertical creep
Loss of head follows the sine curve
Less weightage to horizontal creep than vertical creep
Equal weightage to the horizontal and vertical creep

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