A 10 m wide rectangular channel has a bed slope of 3.33 × 10-3 and the Manning's coefficient 0.015. Water in the channel is flowing at a uniform depth of 3 m. At a particular section gradually varied flow (GVF) is observed and the flow depth is measured as 3.1 m. The GVF profile at that section is classified as

1
M1
2
S1
3
M2
4
S2

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