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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 | |