A wide rectangular channel carries a flow of 2.96 m3/s per metre width. The bed slope of the channel is 1.0 × 10–4and Manning’s n = 0.021. If at a section the depth of flow is 1.5 m the energy slope at that section is
(a) 0.01
(b) 0.00228
(c) 0.0009
(d) 0.001
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