Irrigation Engineering
Coefficient of discharge of an ogee spillway

both (A) and (B)
remains constant
depends on depth of approach and upstream slope
depends on downstream apron interference and downstream submergence

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Irrigation Engineering
Bligh's theory of seepage assumes

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

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