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Tennessee StreamStats

StreamStats for Tennessee was developed in cooperation with the Tennessee Department of Transportation and the Tennessee Department of Environment and Conservation.

NOTE:  The migration to StreamStats 4.30.0 on December 12, 2025, implemented a revised longest flow path computation for Tennessee, thanks to the use of new open-source code.  As a result, end users may notice changes to computations of 10-85 slope.  For more information about changes to the longest flow path, check out our news release at https://www.usgs.gov/streamstats/news/streamstats-version-4300-released.
NOTE:  Tennessee StreamStats offers two scenarios for calculating peak-flow statistics: standard (or rural) and urban. Both scenarios reference developed imperviousness, defined as the percentage of the drainage basins of streams that are covered by impervious surfaces based on the 2011 National Land Cover Database (NLCD), as a measure of urban development. The standard peak-flow equations use one version of developed imperviousness from the 2011 NLCD (LC11IMP) as an explanatory variable in Hydrologic Area 4 in western Tennessee. The other version of 2011 NLCD imperviousness (LC11IMPALT) was not used in the development of standard or urban peak-flow equations but is used as a screening variable to help StreamStats users determine which set of equations is appropriate for their site of interest. Two versions of imperviousness are required because there was a change to the imperviousness dataset available from the 2011 NLCD between the generation of standard and urban equations.
LC11IMPALT is calculated by default for both standard and urban peak-flow equations.  If LC11IMPALT is less than 10 percent, the rural equations should be used to predict annual peak flows; if LC11IMPALT is 10 percent or more, the urban equations should be used because they are considered to yield more reasonable flow predictions. If a user calculates standard peak-flow equations and LC11IMPALT is 10 percent or more, flow predictions for the annual exceedance probabilities (AEPs) are computed but prediction intervals are not. Similarly, if a user calculates urban peak-flow equations and LC11IMPALT is less than 10 percent, flow predictions for the AEPs are computed but prediction intervals are not. Generally, prediction intervals are not provided by the StreamStats application if one of the explanatory variables used to develop the equations is outside of the range used to generate the equations.
The percentage of the drainage basins of streams that are in developed land use (LC11DEV, the sum of land-use classes 21-24 from the 2011 NLCD) was used in the development of urban peak-flow equations implemented in Tennessee StreamStats. The range of LC11DEV used to develop the urban equations is 26-100 percent.  For locations where LC11IMPALT is greater than or equal to 10 percent but LC11DEV is less than 26 percent, the urban equations should still be used even though LC11DEV is outside the range used to develop the equations.  In such situations (which are expected to be rare but have been encountered), flow predictions for the AEPs are computed but prediction intervals are not.

Tennessee StreamStats incorporates regression equations for estimating instantaneous annual peak flows corresponding to annual exceedance probabilities (AEPs) of 50, 20, 10, 4, 2, 1, 0.5 and 0.2 percent (recurrence intervals of 2, 5, 10, 25, 50, 100, 200 and 500 years, respectively) at locations on both rural and urban streams (Ladd and Ensminger, 2025; Wagner and Ladd, 2025) and regression equations for estimating low flows, flow duration statistics, seasonal flows, and annual flows (Law and others, 2009).  Basin characteristics available in Tennessee StreamStats include drainage area and contributing drainage area, 10-85 channel slope, percentage of drainage area underlain by soils having permeability greater than or equal to 2 inches per hour, average soil permeability, percentages of basins in various Level III Ecoregions, percentages of basins in selected land-use classes based on the 2011 National Land Cover Database, two-year climate factor, and streamflow recession index.  Estimates of bankfull width, depth, and channel cross-sectional area (Bieger and others, 2015) and the maximum probable flood (Crippen and Bue, 1977) are also provided. 

In addition to equations that can be used to estimate low flows, mean annual flows, seasonal flows and selected flow-duration statistics, Law and others (2009) also provided Region-Of-Influence (ROI) methods for estimating the same statistics. The ROI methods are not implemented in StreamStats; however, a stand-alone computer program is available to estimate the flow statistics from the report using both the conventional regression equations and the ROI method. This computer program requires manual entry of the basin characteristics for ungaged locations to obtain estimates of the flow statistics; the basin characteristics can be obtained using StreamStats. An advantage of using the stand-alone ROI program is that it computes the probability of zero flow for the low-flow equations and then outputs zero if the probability is greater than a threshold. The low-flow report and associated stand-alone program can be downloaded by clicking on the embedded link in the citation above. Users should note that there are some differences in the naming of the basin characteristics between StreamStats and the stand-alone program.  For example, the “geology factor” required in the stand-alone program is named the “streamflow-recession index” in StreamStats and the “soil factor” needed in the stand-alone program is named the “percent area underlain by soil permeability of at least 2 in/hr” in StreamStats.

The reports and data releases listed below document the regression equations, the methods used to develop them and the basin characteristics used in the equations, the errors associated with the estimates obtained from the equations, and the methods used to develop the bankfull and maximum probably flood statistics.  Users should familiarize themselves with these reports before using StreamStats to obtain estimates of flows for ungaged locations on streams in Tennessee.

Click on this link to obtain general information on the Tennessee application, as well as specific sources and computation methods for basin characteristics. 

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