- 2068 Magh · 4+2 marks
Darcy-Chezy-Manning link and composite roughness
Short answer
From τ₀ = γRS = (f/8)ρV², C = √(8g/f) = R^(1/6)/n. For composite boundaries, equivalent n can be estimated by Horton-Einstein (n_e = [ΣP_i n_i^(3/2)/P]^(2/3)), Pavlovskii (n_e = [ΣP_i n_i²/P]^(1/2)), Lotter’s method, or Cowan’s method.
Establish the relationship between Darcy, Chezy and Manning's equations based on the shear stress distribution on the channel boundary for uniform flow. Explain the ways of estimating Manning's coefficient for composite boundary.
Part 1: Relationship between Darcy, Chezy and Manning
Consider uniform flow in a channel length with area and wetted perimeter , bed slope . Force balance along the flow (gravity component = boundary shear):
- Darcy-Weisbach: shear stress in terms of friction factor : .
- Equating: .
- Chezy: , therefore .
- Manning: , therefore .
Combining:
Part 2: Manning's for a composite (mixed) boundary
When parts of the wetted perimeter have different roughness (; ; ... ), the section is given an equivalent , by assuming a rule about how the parts behave:
- Horton-Einstein (equal velocity): every part has the same mean velocity as the whole section.
- Pavlovskii, Muhlhofer and Einstein-Banks (equal total resistance): the total resisting force is the sum of the resistance on the parts.
- Lotter (equal discharge sum): total discharge is the sum of the part discharges, each part with the same slope and with its own area and roughness.
- Cowan's method: when no data is available, from the basic roughness, irregularity, variation of section, obstruction and vegetation, with a meandering factor.
- Compound channels: the section is divided into main channel and flood plains by vertical lines; discharge is the sum of subsection discharges, and then the effective is found from .
Example: bed , m; walls , m. Horton-Einstein gives ; Pavlovskii gives .
✓ Answer checked by Claude Opus 5.5 (high effort)
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