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Uniform Flow | Irrigation Engineering - Civil Engineering (CE) PDF Download
Introduction
Consider a steady uniform flow of water in a channel whose bed has a slope, i.
Let A be the area of flow section, P the wetted perimeter and v the mean velocity of flow.
Velocity, v = C√mi
Where, C=
a constant depending on the shape and nature of channel.m = A/P = hydraulic mean depth
C is a dimensioned constant having dimension L1/2T−1.
Value of C can be found out using following empirical formulae:
- Bazin’s formula:
Where, K is a constant depending on the nature of channel surface. - Kutter’s formula:
Where, N = Kutter’s constant. - Manning’s formula:
C = (1/N)m(1/6)
Where, N = Roughness coefficient
So, v =
The document Uniform Flow | Irrigation Engineering - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Irrigation Engineering.
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Dec 26, 2024 Last updated |
Document Description: Uniform Flow for Civil Engineering (CE) 2024 is part of Irrigation Engineering preparation.
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