Correct answer is (a) 2.208 (CH)^1/2
Explanation: The upstream apron length according to Bligh is 2.208 (CH)^1/2, where C is the creep coefficient and H is the head of water against the weir. The downstream apron length is given by 2.208 (H/13)^1/2 which should be sufficient to withstand uplift pressures below it.