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Fluid mechanics and hydraulics miscellaneous

Fluid Mechanics and Hydraulics

  1. 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)
    1. 0.0032
    2. 1.0032
    3. 2.0023
    4. 1.0254
Correct Option: A

0.0032

S0 =
1
10000

θ = 4 m³/s, n = 0.01, y = 0.5m
Rate of change of water depth, dy/dx
AR2/3Sƒ1/2
Q =
1
n

4 =
1
× (2 × 0.5) ×
2 × 0.5
2/3 × Sƒ1/2
0.012 + 1

∴ Sf = 6.92 × 10–3
Fr =
V
=
Q
gyA √gy

=
4
= 1.79
(2 × 0.5) × √10 × 5

dy
=
(1/10000) - 6.92 × 10-3
dx1 - (1.79)²

= 3.2 × 10-3 = 0.0032



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