A short reach of a 2 m wide rectangular open channel has its bed level rising in the direction of flow at a slope of 1 in 10000. It carries a discharge of 4 m³/s and its Manning's roughness coefficient is 0.01. The flow in this reach is gradually varying. At a certain section in this reach, the depth of

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Chapter2: Loads On Structures
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A short reach of a 2 m wide rectangular open
channel has its bed level rising in the direction of
flow at a slope of 1 in 10000. It carries a discharge
of 4 m³/s and its Manning's roughness coefficient
is 0.01. The flow in this reach is gradually varying.
At a certain section in this reach, the depth of
flow was measured as 0.5 m. The rate of change
of the water depth with distance, dy/dx, at this
section is (use g = 10 m/s²).
Transcribed Image Text:A short reach of a 2 m wide rectangular open channel has its bed level rising in the direction of flow at a slope of 1 in 10000. It carries a discharge of 4 m³/s and its Manning's roughness coefficient is 0.01. The flow in this reach is gradually varying. At a certain section in this reach, the depth of flow was measured as 0.5 m. The rate of change of the water depth with distance, dy/dx, at this section is (use g = 10 m/s²).
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