Manning’s n (Roughness Coefficient) for HEC-RAS 2D Modeling

Manning’s n (Roughness Coefficient) for HEC-RAS 2D Modeling

In HEC-RAS 2D modeling, manning’s n values (Roughness Coefficient) for 2D flow area are normally associated with land cover types and used to account for energy friction losses of overland flow and/or channel flow (if channel flow is also modeled by 2D domain). A lot of factors impact manning’s n values for 2D modeling, including but not limited to overland surface type and texture, pervious or impervious areas, 2D flow depth. A lot of researches have been done to study Manning’s n values in 1D channel but not so many for Manning’s n values in a 2D domain.

This post intends to provide some general guidelines on initial selection of manning’s n values for HEC-RAS 2D modeling. It should be noted that the Manning’s n and Percent Impervious provided in this post are subject to further examination by the modelers and they shall be calibrated whenever it is possible. For how to establish Land Cover Layer and edit Manning’s n value in HEC-RAS using RAS Mapper, please refer to this post.

In HEC-RAS 2D modeling, it is common to associate manning’s n values with certain types of land cover (https://www.mrlc.gov/). As shown in Figure 1, in NLCD, different land cover types are indexed by numerical values.

Figure 1

Both HEC-RAS 2D Manual and NRCS of USDA provided an estimate of manning’s n value for each NLCD land cover type and they are summarized in Table 1. HEC-RAS 2D User’s Manual and its example projects also list some suggested values for Percent Impervious for different NLCD land cover types (Table 2A). Percentage of Impervious is only used when you use precipitation and infiltration features of HEC-RAS (rain-on-grid). No infiltration will occur on a land which is impervious.

Table 1
Table 2A

Another example project from HEC-RAS 2D installation, Muncie, uses a different set of land cover types and manning’s n values which are summarized in Table 2B.

Table 2B

The College Creek Floodplain Study done by Alfred Benesch & Wood in 2019 used the following Manning’s n values in Table 3. The Manning’s n values in Table 3 are in good accordance with those in Table 1 or Table 2A.

Figure 3

NOAA developed a nationally standardized land cover for the coastal areas of the U.S. through the Coastal Change Analysis Program (C-CAP). The latest 2016 C-CAP data in raster format can be downloaded from NOAA C-CAP website. There are not a lot of documentations on how to assign Manning’s n and percent impervious values to different C-CAP land covers. Nonetheless, a table (Table 4) is developed by comparing NLCD and C-CAP land cover types and borrowing Manning’s n values from Table 1.

Table 4

Harris County Flood Control District (HCFCD) 2D Modeling Guidelines for Site Development suggests Manning’s n values with a 2D domain as shown in Table 5. The Manning’s n value is only 0.02 to 0.06 for Developed High Intensity because it does not include the effect of building structures. For HCFCD HEC-RAS 2D modeling projects, building footprints should be imported for Developed High Intensity land classification areas to override Manning’s to 10 to effectively remove conveyance through buildings.

Table 5

Amite River Basin Numerical Model Report prepared by Dewberry for Louisiana DOTD uses Manning’s n shown in Table 6. In Table 6, The NLCD Code of Shrub/Scrub should be 52 instead of 51 which might be a typo of the report. The Manning’s n values in Table 6 generally fall within the ranges suggested by HEC-RAS 2D User’s Manual with the exceptions of 21 – Developed, Open Space, 31-Barren Land (Rock/Sand/Clay), 81 – Pasture/Hay, and 82 – Cultivated Crops: these land cover types’ Manning’s n is much higher as listed in Table 6.

Table 6

AUSTRALIAN RAINFALL AND RUNOFF REVISION PROJECT 15: TWO DIMENSIONAL MODELLING IN URBAN AND RURAL FLOODPLAINS provides manning’s n ranges for different land use types in Table 10-1 of the Project 15 report (Table 7):

Table 7

Flo-2D User’s Manual lists 2D Manning’s n values for shallow flow condition in Table 8.

Table 8

XPSWMM User’s Manual suggests Manning’s n for overland flow (sheet flow) in Table 9 and Table 10, which is also a good source for 2D Modeling Manning’s n.

Table 9
Table 10

In HEC-RAS 2D, users have the option to define an area’s Manning’s n where the NLCD or C-CAP dataset is not well defined, for example, the NLCD dataset usually is not classified good enough for main channel modeling of a river and users are encouraged to create their own main channel polygons with appropriate Manning’s n value. In addition to main channels, buildings, roads, parking lots, or anything else that are not well represented in NLCD dataset can be redefined by polygons with appropriate Manning’s n values to override NLCD land cover types and Manning’s n. Refer to this post on details of Land Cover Layer and Manning’s n setup in RAS Mapper of HEC-RAS 2D.

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