A siphon aqueduct is constructed at a canal crossing site where drainage HFL was 212.2 m by allowing an afflux of 0.4 m at high flood discharge. At this site, the water level downstream of the crossing at the same high flood will be _________
(a) 212.2 m
(b) 212.6 m
(c) 211.8 m
(d) It cannot be predicted
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The origin of the question is Cross Drainage Work Design topic in division Cross Drainage Work of Irrigation Engineering