Table 1.

Shear velocity and roughness Reynolds number for unobstructed flows that differed in free-stream velocity

U (cm s-1)u* (cm s-1)Re*
1.5 0.14 1.1 
0.22 1.8 
10 0.52 4.1 
15 0.71 5.7 
U (cm s-1)u* (cm s-1)Re*
1.5 0.14 1.1 
0.22 1.8 
10 0.52 4.1 
15 0.71 5.7 

Determination of hydraulic roughness (z0) by regression of ln(z) against velocity yielded an r2>0.95 in all four conditions; where u* is shear velocity, Re* is the Reynolds number and U is free-stream velocity.

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