The Manning's roughness coefficients must be entered for each culvert type. HECRAS uses Manning's equation to compute friction losses in the culvert barrel, as described in the section entitled "Culvert Hydraulics" of this chapter. Suggested values for Manning's n values are listed in Table 6-1 and Table 6-2, and in many hydraulics reference books. Roughness coefficients should be adjusted according to individual judgment of the culvert condition.

Table 6-1 Manning's "n" for Closed Conduits Flowing Partly Full

Type of Channel and Description

Minimum

Normal

Maximum

Brass, smooth:

0.009

0.010

0.013

Steel:

Lockbar and welded
Riveted and spiral


0.010
0.013


0.012
0.016


0.014
0.017

Cast Iron:

Coated
Uncoated


0.010
0.011


0.013
0.014


0.014
0.016

Wrought Iron:

Black
Galvanized


0.012
0.013


0.014
0.016


0.015
0.017

Corrugated Metal:

Subdrain
Storm Drain


0.017
0.021


0.019
0.024


0.021
0.030

Lucite:

0.008

0.009

0.010

Glass:

0.009

0.010

0.013

Cement:

Neat, surface
Mortar


0.010
0.011


0.011
0.013


0.013
0.015

Concrete:

Culvert, straight and free of debris
Culvert with bends, connections, and some debris
Finished
Sewer with manholes, inlet, etc., straight
Unfinished, steel form
Unfinished, smooth wood form
Unfinished, rough wood form


0.010
0.011
0.011
0.013
0.012
0.012
0.015


0.011
0.013
0.012
0.015
0.013
0.014
0.017


0.013
0.014
0.014
0.017
0.014
0.016
0.020

Wood:

Stave
Laminated, treated


0.010
0.015


0.012
0.017


0.014
0.020

Brickwork:

Glazed
Lined with cement mortar
Sanitary sewers coated with sewage slime with bends and connections
Paved invert, sewer, smooth bottom
Rubble masonry, cemented


0.011
0.012
0.012
0.016
0.018


0.013
0.015
0.013
0.019
0.025


0.015
0.017
0.016
0.020
0.030

[Chow, 1959]

Table 6‑2 Manning's ā€œnā€ for Corrugated Metal Pipe

Type of Pipe and Diameter

Unpaved

25% Paved

Fully Paved

Annular 2.67 x 2 in. (all diameters)

0.024

0.021

0.021

Helical 1.50 x 1/4 in.:

8 inch diameter
10 inch diameter


0.012
0.014







Helical 2.67 x 2 inc.:

12 inch diameter
18 inch diameter
24 inch diameter
36 inch diameter
48 inch diameter
60 inch diameter
Annular 3 x 1 in. (all diameters)


0.011
0.014
0.016
0.019
0.020
0.021
0.027




0.015
0.017
0.020
0.019
0.023




0.012
0.012
0.012
0.012
0.012

Helical 3 x 1 in.:

48 inch diameter
54 inch diameter
60 inch diameter
66 inch diameter
72 inch diameter
78 inch & larger


0.023
0.023
0.024
0.025
0.026
0.027


0.020
0.020
0.021
0.022
0.022
0.023


0.012
0.012
0.012
0.012
0.012
0.012

Corrugations 6 x 2 in.:

60 inch diameter
72 inch diameter
120 inch diameter
180 inch diameter


0.033
0.032
0.030
0.028


0.028
0.027
0.026
0.024


[AISI, 1980]