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Manning's Roughness Coefficient

 

Manning's Roughness Coefficient Formula

\( n \;=\; \dfrac{ 1.49 \cdot r_h^{0.66} \cdot S^{0.5} }{ v }\)     (Manning's Roughness Coefficient)

\( r_h \;=\; \left( \dfrac{ v \cdot n  }{ 1.49 \cdot S^{0.5} } \right)^{ \frac{ 1 }{ 0.66 } } \)

\( S \;=\; \left( \dfrac{ v \cdot n  }{ 1.49 \cdot  r_h^{0.66} } \right)^{ 2 }  \)

\( v \;=\; \dfrac{ 1.49 \cdot r_h^{0.66} \cdot S^{0.5} }{ n  }\)

Symbol English Metric
\( n \) = Manning's Roughness Coefficient \( dimensionless \) -
\( r_h \) = Hydraulic Radius \( ft \) -
\( S \) = Channel Slope (Energy Slope Line) \( ft \) -
\( v \) = Flow Velocity in a Channel, Culvert, or Pipe \( ft \;/\; sec\) -

roughness coefficient 2Manning's roughness coefficient, abbreviated as n, also called Manning's coefficient, roughness coefficient, Manning's n or simply n, a dimensionless number, measures the roughness or frictional resistance exerted by a flow against the ground surface in an open channel, culvert or pipe.  It quantifies the roughness or irregularities present on the channel's boundary, such as vegetation, rough walls, or sediment deposits, which affect the flow velocity and friction losses.

The coefficient varies depending on the type of channel, surface roughness, and other factors.  It is often determined through empirical methods or reference tables that provide recommended values for different channel materials and conditions.  For example, a smooth, well maintained concrete channel may have a lower Manning's roughness coefficient compared to a natural stream with vegetation and sediment.

By adjusting the Manning's roughness coefficient, engineers and hydrologists can account for the effects of channel roughness on flow velocity and accurately predict water levels, flow rates, and other hydraulic parameters in open-channel flow situations.  The Manning roughness coefficient is one of the most important ways to describe the water flow over the ground surface.  The roughness coefficient is used to calculate the friction factor using a Moody Diagram and the Reynolds number.

 
Manning's Roughness Coefficient Interpretation
  • Low n Values (0.010 – 0.015)  -  Indicate a smooth surface with minimal resistance to flow.  Examples include polished concrete, glass, or metal pipes.  Water moves faster because there’s less friction or turbulence caused by the surface.
  • Moderate n Values (0.025 – 0.050)  -  Suggest a natural or semi-natural channel with some roughness, like a clean stream with gravel or minor vegetation.  Flow is slowed somewhat by irregularities or friction.
  • High n Values (0.075 – 0.150)  -  Reflect rough, obstructed surfaces, such as heavily vegetated floodplains, rocky rivers, or channels with debris.  These conditions significantly impede flow, reducing velocity due to increased friction and turbulence.
Factors Influencing n
 
Surface Texture  -  Smooth (concrete) vs. jagged (riprap).
Vegetation  -  Dense weeds or trees increase n by obstructing flow.
Channel Shape/Irregularities  -  Meandering streams or uneven banks raise n.
Sediment/Obstacles  -  Sand, gravel, or debris in the channel add resistance.
Flow Conditions  -  At very shallow depths, n may effectively increase because roughness elements (e.g., rocks) have a bigger relative impact.

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