Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

105 mm
80mm
70mm
90 mm

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Irrigation Engineering
Bligh's theory of seepage assumes

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

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