Karsten,
Suggested values from the MIDUSS User Manual are as shown below
More details at http://www.miduss.com .

Alan A. Smith

Suggested Values of Manning ‘n’ for Pipe Design
Description‘n’
Metal pipe  spun concrete lining0.007
Wrought iron0.008
Smooth pre-cast well jointed concrete0.009
Uncoated cast iron; well-aligned glazed vitrified clay0.01
Spun concrete0.011
Monolithic concrete; rough pre-cast concrete; butt-jointed drain tile; slimed sewers0.013
Pre-cast pipes with mortar squeeze at joints; well pointed brickwork0.015
Old brickwork; foul sewers with grease, lime encrusted or sludge0.019
Corrugated pipe D = 0.4 m0.014 + 0.02 (D in metres)
Corrugated pipe D > 0.4 m0.020 + 0.002 (D in metres)

Suggested Values for Manning ‘n for Channel Design
Description Manning ‘n’
Concrete lined, screeded and smoothed0.014
Gunite concrete, not smoothed with sandy deposits0.018
Irrigation canal in hard-packed smooth sand0.020
Canal excavated in silty clay0.024
Channel with cobble stone bottom0.028
Natural channel with fairly regular cross-section0.035
Natural channel, irregular section, grass slopes0.040
Dredged channel, irregular side slopes, grass and weeds0.050
Irregular channel with dense growth, little foliage0.080
Irregular channel with dense growth, with much foliage and vegetation0.110