# Obtaining Streamflow Statistics for Ungages Sites

Estimates of streamflow statistics for ungaged sites can be obtained by two methods in StreamStats. The* Watershed Delineation from a Point* tool must be used first to obtain the drainage-basin boundary for the point of interest before either of the flow-estimation tools may be used. The *Estimate Flows Using Regression Equations* tool provides estimates by measuring needed basin characteristics and solving USGS-developed regression equations. The *Estimate Flows Based on Similar Streamgaging Stations* tool estimates streamflow statistics by applying the flows per unit area for streamflow statistics at a nearby gaging station to the drainage area for the ungaged site. Directions for use of both of these tools are provided on the User Instructions page.

## Estimate Flows Using Regression Equations Tool Output

When the *Estimate Flows Using Regression Equations* tool is used, StreamStats first measures whatever basin or climatic characteristics are used as explanatory variables in the regression equations that are available for the selected location. StreamStats then uses the National Streamflow Statistics (NSS) program to solve the equations. The NSS report by Ries (2006) provides a general description of the development and application of regression equations. The NSS Web site contains links to all reports that contain regression equations included in the software. The reports are also listed on the StreamStats introductory Web page for each State. These reports describe how the equations were developed and their limitations. Users should read and understand the limitations described in these reports before attempting to use the *Estimate Flows Using Regression Equations* tool to obtain flow estimates for ungaged sites.

The output from the *Estimate Flows Using Regression Equations* tool appears in a pop-up Web browser window. At the top is a banner identifying the output as a product of the USGS StreamStats program. The title, "StreamStats Ungaged Site Report" is below the banner. Following the title are several lines of text that give the processing date, the name of the state in which the ungaged site is located, the total drainage area, and the latitude and longitude for the site. Below this information is a series of two or more tables, described below.

Most states have been subdivided into hydrologic regions based on similarity of climate and physical characteristics, and regression equations have been developed separately for each region. The ungaged site reports list only the basin characteristics that are used in the regression equations for any hydrologic regions in which the site has drainage area.

The reports will always include at least one pair of tables; one for basin characteristics and one for streamflow statistics. One pair of tables will be provided for peak-flow statistics and the basin characteristics needed to solve the equations for peak-flow statistics. Another pair of tables will be provided for all other types of statistics and the basin characteristics needed to solve the equations for those statistics. Tables of basin characteristics are always presented before the tables of streamflow statistics.

## Basin Characteristics Tables:

- The top line in the table identifies the type of streamflow statistics for which the basin characteristics were measured.
- If the drainage basin for the ungaged site is within two or more regions, header lines appear above the basin characteristics listed for each region. This line contains the percentage of the basin area that is within the region, the name of the region and the drainage area, in square miles, in the region.
- The Parameter column gives short names for the basin characteristics, with units of measure shown in parentheses.
- The Value column contains the measured values of the basin characteristics. When a selected site has drainage area in multiple regions, the values shown are for the entire drainage area, not just the specific region.
- The Min and Max columns contain the minimum and maximum values of the basin characteristics that were measured for the streamgaging stations that were used to develop the regression equations. Estimates of streamflow statistics for sites with basin characteristics that are not within the given minimum and maximum values have errors that are of unknown magnitude.
- In the example above, the mean basin elevation computed for the site is lower than the minimum value shown for region 2. Because of this, the message “”below min value 2966.3”” is shown along with the value in the Value column in the table. In addition, the message “”Warning: some parameters are outside the suggested range. Estimates will be extrapolations with unknown errors”” appears below the table.

## Streamflow Statistics Tables:

- The top line in the table identifies the hydrologic region for the selected site. If more than one type of statistic is available in the region, header lines are provided in the table for each statistic type, followed by lines for each statistic. If the drainage area for the site encompasses more than one hydrologic region, separate tables are presented for each region.
- The Statistic column provides the names of the statistics. Definitions for all basin characteristics and streamflow statistics also can be found on the Streamflow Statistics page. Names given in the output table correspond to the StatLabel field on the Streamflow Statistics page.
- The Flow field contains the estimated streamflow statistics. The values usually are in units of cubic feet per second.
- The third column will contain either the average standard errors of estimate, named Standard Error, or the average standard errors of prediction, named Prediction Error. Both errors are given in percent. Because percentage errors are not normally distributed, negative percentage errors tend to be smaller than positive percentage errors.
- The average standard error of estimate measures the average variation between the regression estimates and estimates derived from the station data for those stations used to develop the regression equations. About two-thirds of the regression estimates for the gaging stations used in the regression analyses have errors less than the average standard error of estimate. About one-third of the estimates have errors larger than the average standard error of estimate.
- The average standard error of prediction measures the average accuracy of the regression equations when predicting values for ungaged sites, which is the condition under which regression equations are most often applied for StreamStats. The average standard error of prediction is usually a few percent larger than the average standard error of estimate. About two-thirds of the regression estimates for ungaged sites will have errors less than the given average standard errors of prediction, and about one-third of estimates will have errors larger than the given standard errors of prediction.
- The equivalent years of record are shown in the fourth column, if available. These values indicate the length of time that a streamgaging station would need to be operated at the ungaged site to obtain an estimate of the streamflow statistic that is equal in accuracy to the estimate provided by the regression equation.
- The fifth and sixth columns contain the minimum and maximum values of the 90-percent prediction interval, if available. Ungaged sites with the same basin characteristics as the user-selected site will have actual flows that are within the given minimum and maximum values 90 percent of the time.
- Values in the fourth through sixth columns are not available for some equations in some regions. Indicators of errors will not be shown for estimates in a region when the values for any of the basin characteristics are outside of the Min and Max values shown in the Basin Characteristics tables.

## Area-Averaged Streamflow Statistics Tables:

StreamStats provides area-averaged estimates of streamflow statistics when the drainage basin for an ungaged site is in more than one region. The area-averaged estimates will appear below the basin characteristics tables and above the tables of estimates for individual regions.

- The information shown in the area-averaged table is very similar to a normal streamflow statistics table.
- The estimates are obtained by multiplying the estimated flow for each region by the drainage area for each region, summing these values, and then dividing by the total drainage area. Prediction errors and equivalent years of record are computed by the same weighting method.
- Prediction errors and equivalent years of record will be provided for area-averaged estimates only if all regions have this information available.

## Obtaining Estimates for User-Selected Sites With Drainage Area in More Than One StateThe regression equations that are used by StreamStats to estimate flows for user-selected site typically are applicable only within the state for which the equations were developed. If the delineated basin for a user-selected site has drainage area in more than one state, then StreamStats will only provide estimates using the regression equations for the state in which the selected site is located. Improved estimates can be obtained. |

*Estimate Flows Based on Similar Streamgaging Stations* Tool Output:

The *Estimate Flows Based on Similar Streamgaging Stations* tool uses stream-network navigation to search upstream and downstream from a user-selected ungaged site to identify streamgaging stations along the same stream or its upstream tributaries. The drainage-area ratio is computed for all streamgaging stations identified in the search by dividing the drainage area for the streamgaging station by the drainage area for the ungaged site. Normally, the method is applied only if the drainage area ratio is between 0.5 and 1.5, but the ratios can be set differently for each state if information is available to support changing them. The equation used to determine the drainage-area ratio estimates, modified from Ries (2006), is:

**Q**

_{u}= (A_{u}/A_{g})^{b}Q_{g}where Q_{u} is the estimated flow statistic for the ungaged site, A_{u} is the drainage area for the ungaged site, A_{g} is the drainage area for the streamgaging station, Q_{g} is the flow statistic for the streamgaging station, and b, depending on the state, may be the exponent of drainage area from the appropriate regression equation, a value determined by the author of the state report, or 1 where not defined in the state report.

The flow statistic for the streamgaging station, Q_{g}, may be computed from the systematic record for the station or it may be a weighted estimate that combines the estimate from the systematic record with an estimate obtained from a regression equation. The NSS report by Ries (2006) explains how weighted estimates for streamgaging stations can be computed. StreamStats does not compute these weighted estimates, but if weighted estimates were computed previously and stored in the StreamStats database, then StreamStats can use them to compute the drainage-area ratio estimates.

StreamStats will generate drainage-area ratio estimates based on both the closest upstream and downstream streamgaging station if both of the streamgaging stations have drainage-area ratios within the set limits, usually 0.5 to 1.5. For any flow statistics that were estimated based on drainage-area ratios from both streamgaging stations, StreamStats will then obtain final weighted estimates for the ungaged site based on linear interpolation between the streamgaging stations.

The output from the *Estimate Flows Based on Similar Gages* tool appears in a pop-up Web browser window. Across the top is a banner identifying the output as a product of the USGS StreamStats program. The title, "Flow estimates based on flows at nearby streamgaging stations" is below the banner. Following the title is the processing date, the name of the state in which the ungaged site in located, and its latitude, longitude, the NHD reach code and measure, the total drainage area, and an indication of whether or not regulated streamgaging stations were allowed to be used in the estimation process. Below this information is a series of two or more tables.

- Streamgaging stations located upstream and downstream from the ungaged site will be shown in separate tables, sorted by drainage area. The USGS station numbers, station names, drainage areas, drainage-area ratios, and a field indicating whether or not the station is affected by regulation are provided in the tables. The station numbers contain hyperlinks that access the NWIS-Web pages for the stations. The drainage-area ratios are computed by dividing the drainage area for the ungaged site by the drainage area for the streamgaging station.
- If a gaging station was found within the set drainage-area ratio limits, a table of estimated flow statistics is provided. The table contains columns for flow statistic names, brief definitions, flow factors (reciprocals of drainage-area ratios), the flows at the streamgaging station, estimated ungaged flows, and the years of record used to compute the statistics at the streamgaging station, if available. The tables are separated into groups of statistics based on statistic type, such as peak-flow statistics and flow-duration statistics.
- If estimates for the ungaged site were determined from regression equations using the Estimate Flows Using Regression Equations tool before the Estimate Flows Based on Similar Gages tool was used, and if the years of record are available for the streamgaging station statistics and the equivalent years of record are available for the regression equation estimates, then a table of weighted estimates will be provided. The table contains columns for flow statistic names, brief definitions, weighted flows, regression-based flow estimates, gage-based flow estimates, and weighted equivalent years of record. The methods for computing the weighted estimates and weighted equivalent years of record are described on page 9 of the report by Ries (2006).
- If both an upstream station and a downstream station have drainage-area ratios that are between 0.5 and 1.5, then tables of estimates will be provided based on the flows at each station, and a separate table will provide final drainage-area ratio estimates determined by weighting the separate estimates by the relative proximity of the streamgaging stations to the ungaged site. Equations 24 and 25 from the report by Ries and Dillow (2006) are used to determine the weighted flow estimates and weighted equivalent years of record, respectively.