Most hydraulic computations related to indirect estimates of discharge require an evaluation of the roughness characteristics of the channel. In the absence of a satisfactory quantitative procedure this evaluation remains chiefly an art. The ability to evaluate roughness coefficients must be developed through experience. One means of gaining this experience is by examining and becoming acquainted with the appearance of some typical channels whose roughness coefficients are known.The photographs and data linked to this page represent a wide range of channel conditions found in the Western United States. Familiarity with the appearance, geometry, and roughness characteristics of these channels will improve your ability to select roughness coefficients for other channels. We will contiune to link descriptions of additional sites to this page as verification data become available. (Text above modified from USGS Water Supply Paper 1849, by H.H. Barnes, Jr.))
You can view data related to selected roughness coefficients by clicking on a site name, or photo, below:
Manning's n-value |
Stream |
|
|||||
0.024 |
|
|
|||||
0.028 |
|
|
|||||
0.030 |
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
|
|
|||||
|
Merced River at Happy Isles Bridge, near Yosemite, California |
|
|
||||
|
|
|
|||||
|
|
|