1.

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
Answer» B. 212.6 m


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