A rectangular channel, B = 2.0 m, n = 0.014, is laid on a slope So= 0.001. A side weir is
required at a section such that it comes into operation when the discharge is 0.6 m3/s and
diverts 0.15 m3/s when the canal discharge is 0.9 m3/s. Design the elements of the side
weir.
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