ML12223A186

Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

ML12223A186
Person / Time
Site:	Watts Bar
Issue date:	01/01/2004
From:	Hutson S, Koroa M, Murphree C Tennessee Valley Authority, US Dept of Interior, Geological Survey (USGS)
To:	Office of Nuclear Reactor Regulation
Poole J
References
Download: ML12223A186 (90)

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Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030 By Susan S. Hutson1, M. Carolyn Koroa2, and C. Michael Murphree3 ABSTRACT industrial, 1,205 Mgal/d; public supply, 662 Mgal/d; and irrigation, 68.9 Mgal/d. Return Estimates indicate that after increases in flows were estimated to be: thermoelectric power, water withdrawals from 1965 to 1980 in the Ten- 10,244 Mgal/d; industrial, 942 Mgal/d; and public nessee River watershed, withdrawals declined from supply, 377 Mgal/d. Consumptive use was esti-1980 to 1985 and remained steady from 1985 to mated to be: thermoelectric power, 32.2 Mgal/d; 1995. Water withdrawals in the Tennessee River industrial, 263 Mgal/d; public supply, 285 Mgal/d; watershed during 2000 averaged about and irrigation, 68.9 Mgal/d. Each category of use 12,211 million gallons per day (Mgal/d) of fresh-affects the reuse potential of the return flows differ-water for offstream uses22 percent more than the 1995 estimate. The 2000 estimate is nearly the ently. The consumptive use in the river is compara-same as the estimate for 1980, the highest year of tively small because most of the water withdrawn record, with 12,260 Mgal/d. The reuse potential of from the Tennessee River watershed is used for water from the Tennessee River is high because once-through cooling for the thermoelectric power most of the water withdrawn for offstream use is and industrial sectors.

returned to the river system. Besides water quality, Average per capita use for all offstream uses reuse potential reflects the quantity of water avail- was 2,710 gallons per day per person in 2000, com-able for subsequent uses and is gaged by consump- pared to the record high of 3,200 in 1975 and 1980.

tive use, which is the difference between water The intensity of use for the Tennessee River water-withdrawals and return flow. For the Tennessee shed as measured as a function of area was River watershed, return flow was estimated to be 298,489 gallons per day per square mile in 2000.

11,562 Mgal/d, or 95 percent of the water with- In 2030, water withdrawals are projected to drawn during 2000. Total consumptive use increase by about 15 percent to 13,990 Mgal/d. By accounts for the remaining 5 percent, or category, water withdrawals are projected to 649 Mgal/d. increase as follows: thermoelectric power, Estimates of water withdrawals by source 11 percent or 1,152 Mgal/d; industry, 31 percent or indicate that during 2000, withdrawals from sur- 368 Mgal/d; public supply, 35 percent or face water accounted for 98 percent of the total 232 Mgal/d; and irrigation, 37 percent or withdrawals, or 11,996 Mgal/d, 23 percent more 25.2 Mgal/d. Total consumptive use is projected to than during 1995. Total ground-water withdrawals increase about 51 percent or 334 Mgal/d to during 2000 were 215 Mgal/d, or 17 percent less than during 1995. 980 Mgal/d. Per capita use in 2030 is calculated to be about 2,370 gallons per day, about 26 percent During 2000, thermoelectric power with-drawals were estimated to be 10,276 Mgal/d; less than in 1980. Water transfers to the Tennessee-Tombigbee waterway for navigation lockages were estimated as 200 Mgal/d for 2000 and 800 Mgal/d 1

Hydrologist, U.S. Geological Survey, Memphis, Tennessee. for 2030. Water transfers for hydropower commit-2 Senior Geographic Analyst, Tennessee Valley Authority, Knoxville, Tennessee.

ments through Barkley Canal averaged 3

Data Analyst, Systems Information, Tennessee Valley Authority, 3,361 Mgal/d for 2000 and are estimated to be an Knoxville, Tennessee. average of 4,524 Mgal/d in 2030.

Abstract 1

INTRODUCTION more than 643,749 surface acres to the water resources of the area and contribute substantially to public sup-The Tennessee River system is the Nations fifth plies, navigation, flood damage reduction, power pro-largest river system with a 40,910 mi2 drainage area. duction, water quality, and fisheries and wildlife The Tennessee water-resources region (WRR), which management. The reservoirs also provide recreational corresponds to the Tennessee River watershed, ranked and aesthetic benefits. The reservoirs offer a broad tenth among the 21 nationally designated WRRs in the range of water-resource benefits on which much of the United States in the volume of average daily with- economic progress in the watershed has been built.

drawals of freshwater in 1995. These withdrawals The abundance of water in the watershed supports the account for less than 3 percent, or 10,000 Mgal/d, of sport and commercial fisheries and the tourist industry the overall total freshwater use of 341,000 Mgal/d in and helps attract industry and commercial activity to 1995. Of the 10,000 Mgal/d, about 80 percent was the region (Hutson and others, 1990). The TVA has used for once-through cooling in the generation of federal responsibility for operating the reservoirs in electricity. In 1995, the Tennessee WRR produced the Tennessee River watershed.

8 percent of the Nations total power from thermoelec- Wisely managing the water resources in the tric and hydroelectric plants and ranked fourth in over- Tennessee River watershed and preserving and all power production. The Tennessee WRR ranked enhancing the diverse and rich aquatic ecosystems are twelfth in thermoelectric-power production and fifth dependent on accurate and complete information on in hydroelectric-power production (Solley and others, the availability and use of the water resources. Reli-1998). able water-use information about where water is used, As measured by intensity of freshwater with- how water is used, how much water is used, and how drawals in gallons per day per square mile (gal/d/mi2), that use has changed over time is required by regula-the Tennessee WRR was the most intensively used tory and resource agencies.

watershed among the 18 WRRs in the conterminous The U.S. Geological Survey (USGS), in cooper-United States, averaging 244,439 gal/d/mi2 in 1995.

ation with the TVA, conducted an investigation to col-Measured as a ratio of consumptive use to water with-lect and analyze water-use information for 2000 and to drawals, the reuse potential of the Tennessee WRR is project water demand to 2030 for the Tennessee River high. The consumptive use in 1995 was about watershed. These data will be used by TVA as part of 3 percent of the water withdrawals (289 of the the water-supply analysis for the TVA reservoir opera-10,000 Mgal/d) (fig. 1). The California WRR was the tions study. Reservoir system operating policies affect second most intensively used watershed averaging reservoir levels, when changes in reservoir levels 226,978 gal/d/mi2. The reuse potential of the Tennes-occur, and the amount of water flowing through the see River watershed is high compared to the California reservoir system at different times of the year. The res-WRR. In the California WRR, nearly 80 percent of the ervoir operations study being conducted by TVA is a 36,500 Mgal/d of water withdrawals was for irrigation formal evaluation of TVA policies for operating the and about 70 percent of the applied irrigation water reservoirs in the Tennessee River system. The purpose was consumptively used. In 1995, the California WRR of the study is to determine if changes in the TVA res-had the greatest consumptive use, and the Tennessee ervoir operating policies would produce greater over-WRR ranked eighteenth (or fourth lowest). As a per-all public value. Water supply, of which water use is a centage of the total water withdrawals, consumptive component, is one of the criteria being used to evalu-use in the Tennessee WRR was the smallest at 3 per-ate reservoir policy.

cent in 1995 (fig. 1).

About 4.5 million people resided in the Tennes-see River watershed in 2000, an increase of about Purpose and Scope 15 percent since 1990. The watershed includes parts of Alabama, Georgia, Kentucky, Mississippi, North This report presents water-use estimates for Carolina, Tennessee, and Virginia (fig. 2). A series of 2000 and water-use projections to 2030 for the 49 dams and reservoirs regulates flow on the Tennes- Tennessee River watershed. The TVA uses a number see River system. Reservoirs in the watershed devel- of computer-based mathematical models to coordinate oped by the Tennessee Valley Authority (TVA) and the and optimize reservoir operation in the Tennessee United States Army Corps of Engineers (USACE) add River watershed. The data from this report aggregated 2 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Introduction 3 to the reservoir catchment area (RCA) were input to Hydrologic Setting the TVA reservoir-management models to evaluate alternative water-supply scenarios for determining The headwaters of the Tennessee River water-future multi-purpose reservoir-management practices. shed are in the mountains of western Virginia and Each section of this report consists of text, illus- North Carolina, eastern Tennessee, and northern Geor-trations, and tables showing data for each water-use gia (Tennessee Valley Authority, 1990) (fig. 2). The tabulation area (WUTA) and associated reservoir Tennessee River is formed by the confluence of the catchment area (RCA), hydrologic unit (referred to by Holston and the French Broad Rivers near Knoxville, hydrologic unit code, HUC), and states and counties Tennessee. The river flows to the southwest and is fed within the Tennessee River watershed. This report by three principal tributariesthe Little Tennessee, contains information on total water use by category the Clinch, and the Hiwassee Rivers. As the Tennessee and source of water, water projections to the year River flows south, west, and then north, two other 2030, and trends in water use for 1965 to 2000. Infor- major tributaries, the Elk and Duck Rivers, contribute mation and data on four categories of offstream water to the flow that eventually joins the Ohio River at Pad-usethermoelectric power, industrial, public supply, ucah, Kentucky.

and irrigationare presented for 2000 and projected The Tennessee River watershed drainage area is to 2030. Estimates of water withdrawn from surface- 40,910 mi2. The drainage area to Chattanooga, Ten-and ground-water sources, estimates of consumptive nessee is 21,400 mi2; west of Chattanooga to the Ohio use, and estimates of wastewater releases and thermo- River, the drainage area is 19,500 mi2. The drainage electric-power and industrial return flows are pre- area lies mostly in Tennessee (55 percent or sented for 2000. 22,545 mi2) with parts in Alabama (17 percent or 4 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

6,780 mi2), Georgia (4 percent or 1,475 mi2), Ken- Carolina, Tennessee, and Virginia and the USGS tucky (2 percent or 966 mi2), Mississippi (1 percent or National Water-Use Information Program (NWUIP) as 414 mi2), North Carolina (13 percent or 5,480 mi2), of December 2001 (appendix A). A supplementary and Virginia (8 percent or 3,250 mi2). Forty-nine dams inventory by TVA and USGS of industrial and thermo-constitute the Tennessee River water-control system. electric power facilities in the watershed provided The reservoirs are operated year round for the pur- additional water-withdrawal and return-flow data. The poses of navigation, flood damage reduction, power U.S. Department of Energy, Energy Information generation, water supply, water quality, and recreation. Administration (DOE, EIA) electricity database was a The operation of the reservoirs is linked to rainfall and secondary source of information on water withdrawal, runoff patterns in the watershed. return flow, and power generation for the thermoelec-The rainfall varies seasonally, annually, and tric plants in the watershed (U.S. Department of geographically. The mean-annual rainfall in the drain- Energy, Energy Information Administration, 2000a age area is about 52 inches, ranging from a low of and 2000b). The municipal wastewater, the industrial 36 inches in 1985 to a high of 65 inches in 1973 (Ten- sanitary, process, and cooling water, and the mining nessee Valley Authority, 1990). The heaviest concen- return-flow data are from the U.S. Environmental Pro-trations of rainfall occur in mountainous areas along tection Agency, National Pollutant Discharge Elimina-the headwaters of the tributaries where mean-annual tion System program, Permit Compliance System rainfall is more than 90 inches. In parts of the French (USEPA, NPDES, PCS). Stormwater-runoff discharge Broad, Clinch, and Holston River watersheds, the was excluded from the return-flow totals. The USGS mean-annual rainfall is as low as 40 inches. NWUIP provided estimates of population data for the The mean-annual runoff is about 22 inches, HUCs based on the U.S. Bureau of the Census data for about 42 percent of the mean-annual rainfall over the 2000 (U.S. Bureau of the Census, 2001). The popula-drainage area. Considerable natural storage, provided tion estimates were generated by applying geographic by the deep soils and extensive underground storage in information system (GIS) computer techniques to the many tributary areas, stabilizes runoff to some extent. population and associated boundary and centroid of During most of the year, dense ground cover on the each census tract in the watershed (Kristin S. Linsey, steep slopes also limits rapid runoff from intense rain- USGS, written commun., 2001).

fall. In winter, however, when plants are dormant, run- To assure the quality of the data, the preliminary off increases and the ground becomes wetter, reducing 2000 water-withdrawal and municipal wastewater natural storage and thereby increasing runoff. return-flow site data were aggregated to the county level and compared to the 1995 USGS county water-use data (U.S. Geological Survey, 2002). Gaps in the Sources of Data and Methods of Analysis 2000 county water-withdrawal data by category were The data for this report are stored in the Tennes- adjusted using a projection factor based on the Woods see Valley Authority Water-Use Data System (TVA- and Poole economic data (Woods and Poole Econom-WUDS), which is a site-specific relational database. ics, Inc., 2001). Missing record for wastewater Each record in the database is labeled as a withdrawal releases and industrial return flows was estimated or return flow water-use transaction. A water-use site using ratios derived from the collected site-specific may have either a withdrawal transaction or a return- data for 2000 from TVA-WUDS. For wastewater flow transaction, or both. Each water-use transaction releases, a coefficient of 0.57 was applied to public-for a site in the database is assigned to a WUTA, RCA, supply withdrawals. For industrial return flows, a HUC, State, and county. For some water-use sites, the coefficient of 0.79 was applied to industrial intake for the water withdrawal is located in one RCA, withdrawals.

and the outfall for the return flow is downstream of the Water-use numerical data are the average daily dam in the next RCA. In such a case, the data records quantities used. Irrigation water is applied during only for the site indicate the different locations of the intake a part of the year and at variable rates; therefore, the and outfall. actual rate of application is greater than the average The database contains preliminary water- rate given in the tables in this report. Numerical data in withdrawal data for 2000 collected by the States of the text generally are rounded to three significant fig-Alabama, Georgia, Kentucky, Mississippi, North ures for values less than 100 and presented as integers Introduction 5

for values of 100 and greater. The tables show these water use is included by HUC. The type and availabil-values to two decimal places in million gallons per ity of the water-use data varies by State and is deter-day. Per capita use data in gallons per day are shown mined by State law, the presence of a water-permitting as an integer. In the illustrations, values are generally or water-use program, and funding. The State and expressed as integers or to 1-decimal place if the value county data are important data-analysis units used in is less than 1.0. All numbers were rounded indepen- formulating policy and making water-management dently; thus the sums of independently rounded num- decisions; therefore, these data are included in the bers may not equal the totals in the report. The report.

percentage changes discussed in the text were calcu- Fourteen WUTAs and 30 RCAs constitute the lated from the unrounded data and appear as integers. Tennessee River watershed. The WUTA groups RCAs Cumulative consumptive-use values are expressed as to account for the complete site-specific water-use integers. transactions between adjoining RCAs and is used to Water-use data are aggregated to one of the 30 determine consumptive use at a large scale. An RCA RCA units in the watershed because the data in this (fig. 3) is a natural drainage area truncated by a dam.

report were input to the TVA reservoir-management Within this topographically distinct area, precipitation, models that use similar units. The water-use data are runoff, evapotranspiration, shallow and deep infiltra-aggregated by HUCs because these units are often tion to and discharge from the soil, and subsurface used as a geographical framework for detailed water- storage contribute to the water impounded in the reser-resources planning and for evaluating interbasin trans- voir by the dam. The reservoir is a functional unit fer of water or wastewater. Because the HUCs are operated to meet specific objectives ranging from widely recognized and used, a spatial analysis of the power generation to recreation. The guidelines under 6 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

which a reservoir is operated are part of an integrated for Normandy Reservoir. The other RCAs exclude management plan of the entire reservoir system, thus areas downstream of the reservoir; however, Nor-linking water availability throughout the watershed. mandy Dam is operated to meet downstream flow Net water demand was calculated by subtracting requirements mandated by the Tennessee Department return flow from withdrawals and was determined for of Environment and Conservation, Division of Water each RCA. The net water demand is accumulated at Pollution Control, at Shelbyville, Tennessee. Net the downstream boundary of the WUTA to calculate a water demand for Normandy was calculated using the consumptive use. Cumulative consumptive use was withdrawals and return flows in the Normandy Reser-calculated at key junctures of the WUTAs (Fort Loud- voir and in the area downstream of the dam to the City oun, Watts Bar-Chickamauga, Nickajack, Gunters-of Columbia, Tennessee.

ville, Wheeler-Wilson, Pickwick, and Kentucky) in the Thirty-two watershed areas designated by HUC river system and indicates a sum of consumptive use in the watershed to that juncture. Cumulative con- constitute the Tennessee River watershed (Seaber and sumptive use for the Tennessee River watershed was others, 1984) (appendix B) (fig. 4). Several counties in calculated at Kentucky Dam. The diversion of water to the Tennessee River watershed are only partially the Tennessee-Tombigbee waterway for lockages for located within the basin (fig. 5). For each of these navigation and the diversion of flow from Kentucky counties, only the water-use transactions occurring Reservoir to Barkley Reservoir for generating hydro- within the basin were compiled for this study. In Vir-electric power also are losses to the river system. ginia, the water-use data for an embedded political The Kentucky and Normandy RCAs function unit such as Bristol City were aggregated to the neigh-with a unique operational water-supply requirement boring county unit.

Introduction 7

Acknowledgments lina, and Virginia who assisted with the collection and compilation of the data for this report. The authors The authors thank the personnel from the many State and local agencies in Alabama, Georgia, Ken- also appreciate the assistance provided by George E.

tucky, Mississippi, North Carolina, Tennessee, and Welch, TVA, in coordinating the industrial and ther-Virginia who assisted with the compilation of data for moelectric power water-use survey and by Melissa 2000, and the USGS water-use specialists from Ala- Alverson, TVA, in producing the cover and several bama, Georgia, Kentucky, Mississippi, North Caro- graphics for the report.

8 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

WATER USE Surface- and ground-water withdrawals and consumptive-use estimates are reported for thermo-Water in river and reservoir systems can be used electric power, industry, public supply, and irrigation.

instream for hydroelectric power generation, for navi- Wastewater releases are reported as return flows in the gation, for maintaining minimum streamflows to sup- public-supply category. Wastewater releases refer to port fish and wildlife habitat, and for the assimilation water released from private and public wastewater-of wastewater. Water also can be withdrawn from the treatment facilities as designated by the USEPA as river and reservoir systems to meet offstream needs for publicly owned treatment works (POTW). The thermoelectric power, industry, public supply, and irri- reported wastewater releases include the quantity of water released to a stream and exclude the quantity of gation. Water use in this report is limited primarily to water reclaimed for beneficial uses, such as irrigation the offstream transactions of water withdrawal, return of golf courses and parks. Return flow also is reported flow, and consumptive use in the Tennessee River for the thermoelectric power and industrial categories.

watershed (fig. 6). Water delivered to a user from a The diversion of flow to the Tennessee-Tombigbee public supplier or water released from a user to a Waterway in the Mobile River watershed for lockages wastewater treatment plant is not accounted for in this for navigation and to the Barkley Reservoir in the report; however, these transactions are shown as B and Cumberland River watershed for generating hydro-C in figure 6. electric power are identified as interbasin transfers.

Water Use 9

Instream use ability within the watershed, particularly during the summer months. State-of-the-art hydroturbines, con-Instream use occurs without diverting or with-trol systems, system optimization models, and water-drawing water from surface- or ground-water sources.

quality technologies are used to balance regional Examples of instream use are hydroelectric power generation, navigation, maintenance of minimum needs for energy and power. Minimum instream flows streamflows to support fish and wildlife habitat, and typically are provided by multiple techniques, includ-for wastewater assimilation. Quantitative estimates for ing re-regulation weirs at Norris, Chatuge, South Hol-most instream uses are difficult to compile for a large- ston, small minimum flow turbines at Tims Ford, scale regional watershed, and assessing the instream Nottely, Blue Ridge, and turbine pulsing units at water use in the Tennessee River watershed was Apalachia, Boone, Cherokee, Douglas, Ft. Patrick beyond the scope of this report. However, because Henry, Watauga, and Wilbur.

instream uses compete with offstream uses and affect Navigation on the Tennessee River system is the quality and quantity of water resources for all uses, important for commercial shipping and recreational effective water-resources management requires that boating. Cargo transported on the Tennessee River methods and procedures be devised to enable instream system averages 50 million tons per year. The Tennes-uses to be assessed quantitatively. see River system also provides passage for 20,000 rec-Knowledge about the processes and functions of reational vessels each year and supports the boat instream flow can be integrated with engineering building, marina, and sports fishing industries. Four-designs sensitive to the environment to meet the bio-teen locks at 10 dams in the river system are operated logical and commercial water-use needs for instream to support navigation. Jointly, the USACE, U.S. Coast use. TVA is developing the science and technology to increase the efficiency and capacity of its 30 hydro- Guard, and TVA maintain a year-round 11-foot deep electric plants without degrading water quality (appen- navigation channel on 800 miles of main stem and dix C). Nine main river and 19 tributary hydroelectric tributary rivers. Passage also is maintained on many projects within the Tennessee River watershed have more miles of secondary channels for recreational use.

the potential to generate 3,700 megawatt hours of elec- The instream use for hydroelectric power and naviga-tricity. This capacity represents about 13 percent of tion of the Tennessee River system does not affect the TVAs generating capacity and is important to meet consumptive use because the water remains in the peak power demands and maintain power system reli- river system.

10 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Total Offstream Water Use the total return flow (table 4). Overall, thermoelectric power has the smallest consumptive use; less than Total freshwater withdrawals during 2000 were 1 percent, or 32.2 Mgal/d, of the thermoelectric power estimated to be 12,211 Mgal/d for the offstream cate- water withdrawals is consumptively used, compared to gories of thermoelectric power, industry, public sup- 263 Mgal/d (22 percent) for industry, 285 Mgal/d ply, and irrigation (tables 1, 2, and 3). Per capita use (43 percent) for public supply, and 68.9 Mgal/d for the offstream uses in 2000 was 2,710 gal/d of (100 percent) for irrigation. Surface-water withdraw-freshwater (table 2). Estimates of withdrawals by als by water-use category are shown by WUTA source indicate that during 2000, total surface-water (table 7), by HUC (table 8), and by county (table 9).

withdrawals were 11,996 Mgal/d. Total ground-water Ground-water withdrawals by water-use category are withdrawals were 215 Mgal/d. Return flows to shown by WUTA (table 10), by HUC (table 11), and streams from thermoelectric power, industrial, and by county (table 12).

municipal wastewater facilities are estimated to have Consumptive use and interbasin transfers been 11,562 Mgal/d. Consumptive use was account for most of the water lost from the Tennessee 649 Mgal/d. Water withdrawals that exclude thermo-River watershed. Consumptive use is reported as an electric power totals (nonpower withdrawals) are esti-increasing number at the junctures of the WUTAs to mated as 1,935 Mgal/d, return flows as 1,319 Mgal/d, show the influence of the cumulative water withdraw-and consumptive use as 617 Mgal/d. Surface water als and return flows on water availability. The cumula-supplied 98 percent of the total water, and ground tive consumptive use at the juncture of Fort Loudoun water supplied the remaining 2 percent (fig. 7). The WUTA is 176 Mgal/d; Watts Bar-Chickamauga, total consumptive use of water was 5 percent, and 288 Mgal/d; Nickajack, 300 Mgal/d; Guntersville, return flow was 95 percent of the disposition of the 317 Mgal/d; Wheeler-Wilson, 533 Mgal/d; Pickwick, water.

563 Mgal/d; and Kentucky, 649 Mgal/d for 2000 A comparison of total water withdrawals by (fig. 9). The average daily lockage is 200 Mgal/d WUTA (table 1) indicates that Watts Bar-through the Jamie Whitten lock on the Tennessee-Chickamauga (3,187 Mgal/d) and Wheeler-Wilson Tombigbee Waterway, and the average daily diversion (2,552 Mgal/d) account for 47 percent of the total of flow is 3,361 Mgal/d for hydroelectric power gener-water withdrawn in the Tennessee River watershed. A ation at Barkley Dam; the 200 and the 3,361 Mgal/d similar comparison of total withdrawals by HUC are interbasin transfers.

(table 2, appendix B) indicates that 06030002 Wheeler Lake (2,390 Mgal/d) and 06010207 Lower Clinch (1,848 Mgal/d) account for about 35 percent of the total withdrawals. The spatial distribution of total water withdrawals by HUC and by source is shown in figure 8. A comparison of total water withdrawals by State within the watershed is shown in table 3.

The two largest categories of withdrawals were thermoelectric power and industrial (tables 4, 5, and 6). During 2000, the most water (10,276 Mgal/d, 84 percent) was withdrawn for cooling at the thermo-electric plants (table 4). The largest thermoelectric-power water withdrawal (2,108 Mgal/d, 21 percent) was from the Wheeler Reservoir in the Wheeler-Wilson WUTA (table 4). Industrial withdrawals accounted for 10 percent (1,205 Mgal/d) of the total (table 4). The largest industrial withdrawal, 497 Mgal/d, was from the Fort Patrick Henry RCA and was 41 percent of the total industrial withdrawals (table 4). The return flow from thermoelectric power, industrial, and municipal wastewater facilities is 11,562 Mgal/d, or 95 percent of the water withdrawals (table 4). The largest return flow by category is thermoelectric power, 10,244 Mgal/d, or 89 percent of Water Use 11

Tennessee River watershed boundary EXPLANATION SURFACE-WATER WITHDRAWALS, IN MILLION GALLONS PER DAY 1.2 - 10 10 - 100 220 - 650 1,290 - 1,850 2,375 EXPLANATION GROUND-WATER WITHDRAWALS, IN MILLION GALLONS PER DAY 0.1 - 2 2-5 7 - 10 12 - 15 30 - 35 EXPLANATION TOTAL WATER WITHDRAWALS, IN MILLION GALLONS PER DAY 2 - 10 10 - 100 220 - 630 1,325 - 1,870 2,390 Figure 8. Total water withdrawals by source and by hydrologic unit in the Tennessee River watershed in 2000.

12 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Water Use 13 The intensity of use for the Tennessee River The source, use, and disposition of the watershed measured as a function of area was 12,211 Mgal/d of water withdrawn in the Tennessee 298,489 gal/d/mi2 in 2000. Gross per capita use also is watershed during 2000 is summarized in figure 11.

a measure of intensity of use. High per capita use val- Surface water was the source of 11,996 Mgal/d, and ues in the Tennessee River watershed generally corre-ground water was the source of the remaining spond to sparsely populated watersheds with large thermoelectric power water withdrawals. Gross per 215 Mgal/d. Industry withdrew 1,134 Mgal/d of sur-capita use (fig. 10 and table 2) ranges from face water and 71 Mgal/d of ground water; consumed 19,782 gal/d (Kentucky Lake, 0604005) to 39 gal/d 263 Mgal/d; and returned the remaining 942 Mgal/d as (Lower Duck, 06040003). flow to the river (fig. 11).

Tennessee River watershed boundary EXPLANATION INTENSITY OF WITHDRAWALS LOW HIGH Figure 10. Intensity of per capita use withdrawals by hydrologic unit in the Tennessee River watershed in 2000.

14 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Water Use 15 Water withdrawn for thermoelectric power is than one-tenth of public-supply withdrawals. Con-used for cooling water, and most of this water is sumptive use accounts for 5 percent of the total water returned to the Tennessee River. As a result, withdrawals. Consumptive use for irrigation is more thermoelectric power use has little impact on overall than twice that of thermoelectric power. Consumptive water availability in the watershed because the result- use for industry (263 Mgal/d) and public supply ing consumptive use is low. By category, withdrawals (285 Mgal/d) is about the same for both categories, and consumptive use are compared as follows. Ther-moelectric power water withdrawals are more than and together these two categories account for about eight times larger than industrial water withdrawals 84 percent of the total consumptive use. The combined (fig. 12). Public supply water withdrawals are slightly consumptive use for industry and public supply is more than one-half of industrial water withdrawals, about 17 times greater than that of thermoelectric and irrigation water withdrawals are slightly more power.

16 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 1. Total offstream water use by water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values are in million gallons per day. Net water demand and consumptive use are expressed as integers. WUTA, water-use tabulation area]

Withdrawal Water-use tabulation area Surface Ground Total Total return Net water demand Reservoir catchment area water water water flow Consumptive use Cherokee Watauga 12.40 9.40 21.80 2.85 19 South Holston 21.30 8.01 29.31 2.33 27 Boone 0.00 3.72 3.72 23.62 -20 Fort Patrick Henry 513.10 .00 513.10 .00 513 Cherokee 639.22 13.00 652.22 1,103.66 -451 WUTA total 1,186.02 34.13 1,220.15 1,132.46 88 Douglas Douglas 110.78 11.98 122.76 57.50 65 Fort Loudoun Fort Loudoun 77.52 1.60 79.12 56.39 23 Cumulative consumptive use 176 Fontana-Tellico Fontana 4.64 1.13 5.76 3.37 2 Santeetlah 0.44 .00 0.44 .00 0.4 Tellico 4.16 0.57 4.73 1.09 4 WUTA total 9.23 1.70 10.93 4.46 6 Norris Norris 29.88 3.42 33.30 10.69 23 Melton Hill 500.36 1.58 501.94 479.33 23 WUTA total 530.25 4.99 535.24 490.02 45 Hiwassee-Ocoee Chatuge 1.73 0.18 1.91 0.27 2 Nottely 0.60 0.55 1.15 0.24 .9 Hiwassee 0.93 0.00 0.93 0.10 .8 Apalachia 2.94 0.00 2.94 .00 3 Blue Ridge 33.25 0.05 33.30 0.33 33 Ocoee 0.01 1.11 1.12 24.63 -24 WUTA total 39.46 1.90 41.36 25.57 16 Watts Bar-Chickamauga Watts Bar 1,494.66 1.11 1,495.77 1,366.58 129 Chickamauga 1,667.10 24.02 1,691.12 1,775.56 -84 WUTA total 3,161.76 25.13 3,186.89 3,142.13 45 Cumulative consumptive use 288 Water Use 17

Table 1. Total offstream water use by water-use tabulation area in 2000Continued Withdrawal Water-use tabulation area Surface Ground Total Total return Net water demand Reservoir catchment area water water water flow Consumptive use Nickajack Nickajack 62.94 9.86 72.80 60.49 12 Cumulative consumptive use 300 Guntersville Guntersville 1,594.42 7.86 1,602.28 1,585.93 16 Cumulative consumptive use 317 Tims Ford Tims Ford 58.57 2.80 61.37 40.50 21 Wheeler-Wilson Wheeler 2,449.02 45.82 2,494.84 2,328.13 167 Wilson 53.77 3.36 57.13 27.81 29 WUTA total 2,502.79 49.18 2,551.96 2,355.94 196 Cumulative consumptive use 533 Pickwick Pickwick 1,308.23 5.41 1,313.64 1,291.56 22 Cedar Creek 3.00 1.13 4.13 .00 4 Upper Bear Creek 2.81 0.16 2.97 .00 3 WUTA total 1,314.04 6.70 1,320.74 1,291.56 29 Cumulative consumptive use 563 Normandy Normandy 26.30 2.11 28.41 2.19 26 Kentucky Kentucky 1,322.24 54.94 1,377.17 1,317.30 60 Watershed total 11,996 215 12,211 11,562 649 18 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 2. Total offstream water use by hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. Water-use transactions in million gallons per day; gross per capita use, in gallons per day]

Hydrologic Withdrawal Total unit Gross per Surface Ground Total return Net water code Population capita use water water water flow demand 06010101 32,017 19,446 621.90 0.71 622.61 0.00 623 06010102 238,626 2,273 534.40 8.00 542.40 488.56 54 06010103 163,921 129 12.20 9.01 21.21 13.46 8 06010104 178,460 166 17.32 12.30 29.62 632.52 -603 06010105 338,535 147 47.09 2.70 49.79 19.93 30 06010106 72,472 498 35.45 0.65 36.10 27.31 9 06010107 107,541 129 11.62 2.31 13.92 5.78 8 06010108 164,582 164 16.57 10.43 27.01 11.39 16 06010201 419,747 524 218.28 1.62 219.90 59.07 161 06010202 36,959 114 3.95 0.26 4.21 2.17 2 06010203 43,448 48 1.22 0.88 2.10 1.20 0.9 06010204 48,438 107 4.60 0.57 5.17 1.09 4 06010205 142,559 194 25.13 2.58 27.71 9.90 18 06010206 64,584 83 4.50 0.83 5.33 0.42 5 06010207 181,670 10,172 1,845.46 2.44 1,847.90 486.73 1,361 06010208 68,681 135 9.06 0.21 9.27 1,347.86 -1,339 06020001 467,720 3,600 1,652.85 30.87 1,683.71 1,757.61 -74 06020002 202,501 433 83.11 4.48 87.59 79.05 9 06020003 25,753 1,309 33.25 0.45 33.71 24.96 9 06020004 30,169 112 2.36 1.03 3.39 0.62 3 06030001 145,766 10,969 1,592.06 6.83 1,598.89 1,585.32 14 06030002 505,179 4,730 2,374.82 14.87 2,389.69 2,259.60 130 06030003 71,769 1,261 59.88 30.60 90.49 48.25 42 06030004 46,328 348 12.98 3.12 16.10 2.27 14 06030005 198,508 7,206 1,422.52 7.87 1,430.40 1,378.51 52 06030006 40,750 197 5.84 2.19 8.03 1.63 6 06040001 77,951 124 5.45 4.19 9.64 22.87 -13 06040002 99,674 286 26.36 2.11 28.47 9.63 19 06040003 115,264 39 4.36 0.09 4.45 8.94 -4 06040004 22,681 130 1.20 1.75 2.94 1.33 2 06040005 66,943 19,782 1,289.19 35.07 1,324.26 1,274.45 50 06040006 86,427 407 21.32 13.84 35.16 0.01 35 Watershed total 4,505,623 2,710 11,996 215 12,211 11,562 649 Water Use 19

Table 3. Total offstream water use by county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Withdrawal State Surface Ground Total Total return Net water County water water water flow demand Alabama Colbert 1,317.44 1.54 1,318.98 1,303.09 15.89 Cullman 1.15 1.15 1.15 Dekalb 7.20 2.48 9.68 5.73 3.95 Franklin 3.02 1.13 4.16 1.61 2.54 Jackson 1,565.74 1.01 1,566.75 1,570.19 -3.44 Lauderdale 14.75 0.85 15.60 10.80 4.81 Lawrence 67.43 67.43 49.90 17.54 Limestone 2,139.65 7.78 2,147.43 2,119.34 28.09 Madison 36.36 27.27 63.63 36.39 27.23 Marion 2.50 2.50 2.50 Marshall 17.30 3.31 20.61 8.60 12.01 Morgan 203.40 8.16 211.56 122.17 89.39 Winston 0.31 0.16 0.47 0.47 State total 5,376.25 53.69 5,429.94 5,227.82 202.12 Georgia Catoosa 1.24 8.18 9.42 2.39 7.03 Dade 1.79 0.47 2.26 0.28 1.98 Fannin 1.29 0.02 1.31 0.33 0.98 Rabun 1.63 1.63 1.40 0.23 Towns 0.81 0.81 0.27 0.54 Union 0.60 0.55 1.15 0.24 0.91 Walker 3.93 6.64 10.57 10.02 0.55 State total 11.29 15.86 27.15 14.93 12.22 Kentucky Calloway 4.90 4.90 4.90 Graves 0.05 0.05 0.05 Livingston 20.10 2.44 22.54 0.22 22.32 Lyon 0.00 0.01 -0.01 Marshall 12.97 6.08 19.05 0.04 19.01 McCracken 0.78 0.78 0.78 State total 33.07 14.26 47.33 0.27 47.07 Mississippi Tishomingo .02 4.36 4.38 0.34 4.04 State total .02 4.36 4.38 0.34 4.04 North Carolina Avery 0.20 1.42 1.62 1.56 0.06 Buncombe 32.01 1.63 33.64 15.71 17.93 Cherokee 1.71 0.00 1.71 0.00 1.71 Clay 0.04 0.18 0.22 0.10 0.12 Graham 0.94 0.94 0.94 Haywood 34.62 0.20 34.82 25.91 8.91 Henderson 8.54 0.25 8.79 3.08 5.71 Jackson 0.88 0.85 1.73 0.89 0.84 Macon 1.53 0.26 1.79 0.77 1.02 Madison 0.26 0.24 0.50 0.19 0.31 Mitchell 1.38 3.59 4.96 0.61 4.35 Swain 0.34 0.02 0.36 0.31 0.05 20 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 3. Total offstream water use by county in 2000Continued Withdrawal State Surface Ground Total Total return Net water County water water water flow demand North CarolinaContinued Transylvania 2.19 0.58 2.77 0.95 1.82 Watauga 1.15 0.28 1.43 0.60 0.83 Yancey 0.57 0.00 0.57 0.31 0.26 State total 86.35 9.50 95.85 50.99 44.86 Tennessee Anderson 489.82 0.97 490.79 476.63 14.17 Bedford 5.70 0.83 6.53 3.36 3.18 Benton 4.28 19.36 23.64 1.59 22.05 Bledsoe 0.20 0.39 0.59 0.14 0.45 Blount 14.57 0.26 14.84 7.18 7.65 Bradley 12.01 1.38 13.39 9.93 3.46 Campbell 2.57 0.52 3.09 1.19 1.90 Carroll 0.69 0.69 0.14 0.54 Carter 0.05 7.53 7.59 2.44 5.14 Claiborne 2.60 0.23 2.83 0.42 2.41 Cocke 5.09 0.46 5.54 1.40 4.14 Coffee 60.60 0.06 60.66 41.33 19.33 Cumberland 5.02 0.21 5.23 2.22 3.01 Decatur 1.29 0.23 1.52 0.49 1.02 Dickson 1.53 1.53 1.53 Franklin 2.42 2.02 4.43 0.98 3.45 Giles 3.64 0.21 3.85 2.27 1.58 Grainger 0.06 0.05 0.10 0.14 -0.03 Greene 11.86 0.01 11.87 6.96 4.91 Grundy 0.75 0.75 0.26 0.49 Hamblen 9.25 1.05 10.30 4.09 6.21 Hamilton 1,608.78 14.18 1,622.97 1,585.72 37.24 Hancock 0.34 0.34 0.15 0.20 Hardin 24.53 2.41 26.94 20.92 6.03 Hawkins 624.46 1.15 625.61 622.39 3.22 Henderson 3.59 0.37 3.96 1.15 2.80 Henry 0.02 3.06 3.08 2.07 1.01 Hickman 2.33 0.00 2.33 0.44 1.89 Houston 0.16 0.16 0.16 Humphreys 1,273.53 11.37 1,284.90 1,270.71 14.19 Jefferson 2.79 12.17 14.97 3.36 11.61 Johnson 1.24 0.99 2.23 0.69 1.54 Knox 62.38 1.16 63.55 50.43 13.12 Lawrence 1.90 2.41 4.31 2.07 2.24 Lewis 0.10 1.59 1.69 0.78 0.92 Lincoln 1.65 2.17 3.81 1.18 2.63 Loudoun 13.87 1.20 15.07 8.30 6.77 Marion 2.64 0.71 3.36 0.80 2.55 Marshall 2.76 0.14 2.90 4.20 -1.29 Maury 12.30 1.10 13.40 8.18 5.22 McMinn 67.79 2.36 70.15 68.47 1.68 McNairy 0.01 0.98 0.99 0.26 0.73 Meigs 0.32 0.58 0.90 0.22 0.68 Monroe 5.08 0.57 5.65 2.66 2.99 Moore 1.02 0.75 1.77 0.61 1.17 Water Use 21

Table 3. Total offstream water use by county in 2000Continued Withdrawal State Surface Ground Total Total return Net water County water water water flow demand TennesseeContinued Morgan 1.05 0.00 1.05 0.64 0.41 Perry 0.76 0.00 0.76 0.25 0.51 Polk 32.12 0.44 32.56 24.67 7.89 Rhea 176.59 0.80 177.38 159.55 17.83 Roane 1,351.06 0.20 1,351.25 1,348.77 2.48 Sequatchie 0.67 0.00 0.67 0.47 0.19 Sevier 7.66 0.24 7.90 5.28 2.61 Stewart 0.00 0.02 0.02 0.00 0.02 Sullivan 521.83 0.38 522.21 485.05 37.17 Unicoi 0.09 5.93 6.02 1.46 4.55 Union 0.00 0.58 0.58 0.38 0.19 Washington 13.27 0.41 13.68 11.40 2.28 Wayne 0.87 0.20 1.07 0.35 0.73 Williamson 0.00 0.05 0.05 0.00 0.05 State total 6,452.71 107.31 6,560.02 6,257.22 302.8 Virginia Lee 0.78 0.58 1.36 0.00 1.36 Russell 13.59 0.48 14.07 0.00 14.07 Scott 1.05 0.01 1.06 0.00 1.06 Smyth 2.93 4.09 7.03 0.00 7.03 Tazewell 2.43 0.57 3.00 6.02 -3.02 Washington 8.43 3.26 11.69 2.33 9.36 Wise 7.42 0.89 8.32 2.54 5.78 State total 36.64 9.88 46.52 10.89 35.63 Watershed total 11,996 215 12,211 11,562 649 22 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 4. Total water use by category and water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, water-use tabulation area]

Thermoelectric power Public supply Water-use tabulation Cooling Waste-area water Industrial water Irrigation Total Reservoir catchment Water return Water Return Water return Water Water Return area withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow Cherokee Watauga 0.00 0.00 0.64 0.47 21.04 2.38 0.12 21.80 2.85 South Holston 0.00 0.00 0.83 0.47 26.25 1.86 2.23 29.31 2.33 Boone 0.00 0.00 0.00 0.04 3.72 23.58 0.00 3.72 23.62 Fort Patrick Henry 0.00 0.00 496.70 0.00 16.40 0.00 0.00 513.10 0.00 Cherokee 621.00 621.00 10.72 467.53 20.22 15.13 0.28 652.22 1,103.66 WUTA total 621.00 621.00 508.89 468.51 87.63 42.95 2.63 1,220.15 1,132.46 Douglas Douglas 4.97 0.00 42.28 28.49 73.07 29.01 2.44 122.76 57.50 Fort Loudoun Fort Loudoun 0.00 0.00 5.02 1.37 72.42 55.03 1.68 79.12 56.39 Fontana-Tellico Fontana 0.00 0.00 1.94 1.36 3.83 2.01 0.00 5.76 3.37 Santeetlah 0.00 0.00 0.00 0.00 0.44 0.00 0.00 0.44 0.00 Tellico 0.00 0.00 0.00 0.00 4.68 1.09 0.05 4.73 1.09 WUTA total 0.00 0.00 1.94 1.36 8.94 3.10 0.05 10.93 4.46 Norris Norris 9.24 0.00 6.24 0.21 17.56 10.48 0.26 33.30 10.69 Melton Hill 469.00 469.00 1.48 0.90 31.40 9.43 0.05 501.94 479.33 WUTA total 478.24 469 7.72 1.11 48.97 19.91 .31 535.24 490.02 Hiwassee-Ocoee Chatuge 0.00 0.00 0.04 0.00 1.88 0.27 0.00 1.91 0.27 Nottely 0.00 0.00 0.00 0.00 1.00 0.24 0.15 1.15 0.24 Hiwassee 0.00 0.00 0.08 0.00 0.75 0.10 0.11 0.93 0.10 Apalachia 0.00 0.00 0.00 0.00 2.89 0.00 0.05 2.94 0.00 Blue Ridge 0.00 0.00 31.77 0.00 1.47 0.33 0.07 33.30 0.33 Ocoee 0.00 0.00 0.00 24.37 1.11 0.26 0.01 1.12 24.63 WUTA total 0.00 0.00 31.88 24.37 9.09 1.20 0.39 41.36 25.57 Watts Bar-Chickamauga Watts Bar 1,484.10 1,345.00 0.03 0.24 9.53 21.34 2.12 1,495.77 1,366.58 Chickamauga 1,571.40 1,693.50 68.36 68.14 47.39 13.92 3.97 1,691.12 1,775.56 WUTA total 3,055.50 3,038.50 68.38 68.37 56.91 35.26 6.09 3,186.89 3,142.13 Nickajack Nickajack 0.00 0.00 23.66 15.30 48.78 45.19 0.35 72.80 60.49 Guntersville Guntersville 1,546.00 1,546.00 10.97 19.49 42.43 20.45 2.88 1,602.28 1,585.93 Water Use 23

Table 4. Total water use by category and water-use tabulation area in 2000Continued Thermoelectric power Public supply Water-use tabulation Cooling Waste-area water Industrial water Irrigation Total Reservoir catchment Water return Water Return Water return Water Water Return area withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow Tims Ford Tims Ford 0.00 0.00 56.26 35.93 4.86 4.57 0.26 61.37 40.50 Wheeler-Wilson Wheeler 2,108.00 2,107.00 229.62 147.86 110.82 73.27 46.39 2,494.84 2,328.13 Wilson 0.00 0.00 30.01 21.01 23.16 6.80 3.96 57.13 27.81 WUTA total 2,108.00 2,107.00 259.63 168.87 133.98 80.07 50.35 2,551.96 2,355.94 Pickwick Pickwick 1,251.00 1,251.00 53.61 26.66 8.92 13.89 0.11 1,313.64 1,291.56 Cedar Creek 0.00 0.00 0.00 0.00 4.13 0.00 0.00 4.13 0.00 Upper Bear Creek 0.00 0.00 0.00 0.00 2.97 0.00 0.00 2.97 0.00 WUTA total 1,251.00 1,251.00 53.61 26.66 16.02 13.89 0.11 1,320.74 1,291.56 Normandy Normandy 0.00 0.00 1.45 0.00 26.26 2.19 0.69 28.41 2.19 Kentucky Kentucky 1,211.00 1,211.00 133.17 82.55 32.35 23.74 0.65 1,377.17 1,317.30 Watershed total 10,276 10,244 1,205 942 662 377 68.9 12,211 11,562 24 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 5. Total water use by category and hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Thermoelectric power Public supply Cooling Waste-Hydrologic water Industrial water Irrigation Total unit Water return Water Return Water return Water Water Return code withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow 06010101 621.00 0.00 0.00 0.00 1.61 0.00 0.00 622.61 0.00 06010102 0.00 0.00 497.53 465.70 42.64 22.87 2.23 542.40 488.56 06010103 0.00 0.00 0.05 0.04 21.04 13.42 0.12 21.21 13.46 06010104 0.00 621.00 10.72 2.94 18.62 8.58 0.28 29.62 632.52 06010105 4.97 0.00 4.48 2.25 40.34 17.68 0.00 49.79 19.93 06010106 0.00 0.00 29.00 22.63 6.27 4.68 0.83 36.10 27.31 06010107 0.00 0.00 1.61 0.72 11.83 5.06 0.48 13.92 5.78 06010108 0.00 0.00 7.78 4.08 18.10 7.32 1.13 27.01 11.39 06010201 139.10 0.00 5.02 0.24 73.80 58.84 1.98 219.90 59.07 06010202 0.00 0.00 2.16 1.36 2.05 0.81 0.00 4.21 2.17 06010203 0.00 0.00 0.07 0.00 2.03 1.20 0.00 2.10 1.20 06010204 0.00 0.00 0.00 0.00 5.11 1.09 0.05 5.17 1.09 06010205 9.24 0.00 6.24 0.21 12.23 9.69 0.01 27.71 9.90 06010206 0.00 0.00 0.00 0.00 5.33 0.42 0.00 5.33 0.42 06010207 1,814.00 469.00 1.51 0.90 32.26 16.83 0.13 1,847.90 486.73 06010208 0.00 1,345.00 0.00 0.00 7.29 2.86 1.98 9.27 1,347.86 06020001 1,571.40 1,693.50 24.33 15.30 83.89 48.80 4.10 1,683.71 1,757.61 06020002 0.00 0.00 67.52 68.14 19.53 10.91 0.54 87.59 79.05 06020003 0.00 0.00 31.77 24.37 1.85 0.59 0.09 33.71 24.96 06020004 0.00 0.00 0.00 0.00 3.23 0.62 0.16 3.39 0.62 06030001 1,546.00 1,546.00 10.97 19.49 39.21 19.83 2.72 1,598.89 1,585.32 06030002 2,108.00 2,107.00 169.45 99.20 67.33 53.41 44.91 2,389.69 2,259.60 06030003 0.00 0.00 56.26 37.34 33.98 10.92 0.26 90.49 48.25 06030004 0.00 0.00 0.32 0.07 14.38 2.20 1.40 16.10 2.27 06030005 1,251.00 1,251.00 143.47 94.93 31.91 32.58 4.02 1,430.40 1,378.51 06030006 0.00 0.00 0.00 0.00 8.00 1.63 0.03 8.03 1.63 06040001 0.00 0.00 0.07 19.89 9.26 2.98 0.32 9.64 22.87 06040002 0.00 0.00 1.45 2.05 26.26 7.57 0.75 28.47 9.63 06040003 0.00 0.00 0.00 2.45 4.31 6.49 0.14 4.45 8.94 06040004 0.00 0.00 0.09 0.00 2.83 1.33 0.03 2.94 1.33 06040005 1,211.00 1,211.00 105.19 58.09 7.89 5.35 0.18 1,324.26 1,274.45 06040006 0.00 0.00 27.82 0.00 7.33 0.01 0.00 35.16 0.01 Watershed total 10,276 10,244 1,205 942 662 377 68.9 12,211 11,562 Water Use 25

Table 6. Total water use by category and county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Thermoelectric power Public supply Cooling Waste-water Industrial water Irrigation Total State Water return Water Return Water return Water Water Return County withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow Alabama Colbert 1,251.00 1,251.00 60.02 47.45 7.96 4.64 1,318.98 1,303.09 Cullman 1.15 1.15 0.00 Dekalb 1.11 0.88 8.57 4.85 9.68 5.73 Franklin 4.13 1.61 0.03 4.16 1.61 Jackson 1,546.00 1,546.00 9.20 18.09 8.95 6.10 2.60 1,566.75 1,570.19 Lauderdale 13.74 10.80 1.86 15.60 10.80 Lawrence 59.85 47.26 2.19 2.64 5.39 67.43 49.90 Limestone 2,108.00 2,107.00 11.01 12.34 28.42 2,147.43 2,119.34 Madison 1.34 1.03 49.86 35.36 12.43 63.63 36.39 Marion 2.50 2.50 0.00 Marshall 0.66 0.52 19.82 8.08 0.13 20.61 8.60 Morgan 166.96 99.20 42.90 22.97 1.70 211.56 122.17 Winston 0.47 0.47 0.00 State total 4,905.00 4,904.00 300.29 214.42 172.10 109.40 52.55 5,429.94 5,227.82 Georgia Catoosa 8.53 2.39 0.89 9.42 2.39 Dade 1.70 0.28 0.56 2.26 0.28 Fannin 1.22 0.33 0.09 1.31 0.33 Rabun 1.63 1.36 0.04 1.63 1.40 Towns 0.81 0.27 0.81 0.27 Union 1.00 0.24 0.15 1.15 0.24 Walker 2.35 2.31 7.63 7.72 0.59 10.57 10.02 State total 0.00 0.00 3.98 3.67 20.89 11.26 2.28 27.15 14.93 Kentucky Calloway 1.59 3.31 4.90 0.00 Graves 0.05 0.05 0.00 Livingston 22.29 0.25 0.22 22.54 0.22 Lyon 0.01 0.00 0.01 Marshall 15.45 3.61 0.04 19.05 0.04 McCracken 0.78 0.78 0.00 State total 0.00 0.00 39.33 0.01 8.01 0.26 0.00 47.33 0.27 Mississippi Tishomingo 4.36 0.34 0.02 4.38 0.34 State total 0.00 0.00 0.00 0.00 4.36 0.34 0.02 4.38 0.34 North Carolina Avery 0.59 0.47 1.03 1.09 1.62 1.56 Buncombe 4.97 2.48 1.38 26.19 14.33 33.64 15.71 Cherokee 0.08 1.64 0.00 1.71 0.00 Clay 0.04 0.18 0.10 0.22 0.10 Graham 0.94 0.94 0.00 Haywood 28.55 22.53 6.27 3.38 34.82 25.91 Henderson 0.97 0.87 7.82 2.21 8.79 3.08 Jackson 0.07 1.66 0.89 1.73 0.89 Macon 0.24 1.55 0.77 1.79 0.77 Madison 0.50 0.19 0.50 0.19 Mitchell 3.84 0.00 1.13 0.61 4.96 0.61 Swain 0.36 0.31 0.36 0.31 26 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 6. Total water use by category and county in 2000Continued Thermoelectric power Public supply Cooling Waste-water Industrial water Irrigation Total State Water return Water Return Water return Water Water Return County withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow North CarolinaContinued Transylvania 1.03 0.00 1.74 0.95 2.77 0.95 Watauga 1.43 0.60 1.43 0.60 Yancey 0.00 0.57 0.31 0.57 0.31 State total 4.97 0.00 37.88 25.25 53.00 25.74 0.00 95.85 50.99 Tennessee Anderson 469.00 469.00 1.48 0.90 20.23 6.73 0.08 490.79 476.63 Bedford 0.06 6.52 3.29 0.01 6.53 3.36 Benton 22.10 1.54 1.59 0.00 23.64 1.59 Bledsoe 0.39 0.14 0.20 0.59 0.14 Blount 14.29 7.18 0.55 14.84 7.18 Bradley 2.50 2.41 10.66 7.52 0.23 13.39 9.93 Campbell 2.84 1.19 0.25 3.09 1.19 Carroll 0.56 0.14 0.13 0.69 0.14 Carter 0.04 7.53 2.40 0.05 7.59 2.44 Claiborne 2.82 0.42 0.01 2.83 0.42 Cocke 0.45 0.10 4.09 1.30 1.00 5.54 1.40 Coffee 55.04 35.93 5.21 5.41 0.42 60.66 41.33 Cumberland 3.25 2.22 1.98 5.23 2.22 Decatur 0.07 1.38 0.49 0.06 1.52 0.49 Dickson 1.53 1.53 0.00 Franklin 4.31 0.98 0.13 4.44 0.98 Giles 0.32 0.07 3.30 2.20 0.23 3.85 2.27 Grainger 0.03 0.14 0.08 0.10 0.14 Greene 3.35 3.49 8.11 3.48 0.41 11.87 6.96 Grundy 0.75 0.26 0.75 0.26 Hamblen 10.29 4.09 0.02 10.30 4.09 Hamilton 1,537.00 1,536.00 22.27 13.00 62.38 36.73 1.32 1,622.97 1,585.72 Hancock 0.34 0.15 0.00 0.34 0.15 Hardin 23.60 19.89 3.11 1.02 0.23 26.94 20.92 Hawkins 621.00 621.00 0.56 0.53 4.00 0.86 0.04 625.61 622.39 Henderson 3.91 1.15 0.05 3.96 1.15 Henry 3.05 2.07 0.03 3.08 2.07 Hickman 0.08 2.29 0.35 0.04 2.33 0.44 Houston 0.16 0.16 0.00 Humphreys 1,211.00 1,211.00 71.59 58.08 2.31 1.63 1,284.90 1,270.71 Jefferson 11.64 2.31 3.23 1.05 0.10 14.97 3.36 Johnson 0.01 2.18 0.69 0.04 2.23 0.69 Knox 0.21 0.18 62.04 50.25 1.29 63.55 50.43 Lawrence 0.23 4.29 1.84 0.03 4.31 2.07 Lewis 0.09 1.51 0.78 0.10 1.69 0.78 Lincoln 3.48 1.18 0.34 3.81 1.18 Loudoun 4.95 0.12 10.09 8.18 0.04 15.07 8.30 Marion 3.35 0.80 0.00 3.36 0.80 Marshall 1.99 2.90 2.21 2.90 4.20 Maury 1.44 2.36 11.63 5.82 0.33 13.40 8.18 McMinn 64.90 65.73 5.24 2.74 0.00 70.15 68.47 McNairy 0.97 0.26 0.02 0.99 0.26 Meigs 0.58 0.22 0.32 0.90 0.22 Monroe 0.12 5.58 2.54 0.07 5.65 2.66 Water Use 27

Table 6. Total water use by category and county in 2000Continued Thermoelectric power Public supply Cooling Waste-water Industrial water Irrigation Total State Water return Water Return Water return Water Water Return County withdrawal flow withdrawal flow withdrawal flow withdrawal withdrawal flow TennesseeContinued Moore 1.23 0.38 0.55 0.23 1.78 0.61 Morgan 1.05 0.64 1.05 0.64 Perry 0.75 0.25 0.01 0.76 0.25 Polk 31.77 24.37 0.63 0.31 0.17 32.56 24.67 Rhea 173.50 157.50 3.46 2.05 0.42 177.38 159.55 Roane 1,345.00 1,345.00 6.25 3.77 0.00 1,351.25 1,348.77 Sequatchie 0.65 0.47 0.02 0.67 0.47 Sevier 0.01 0.65 7.51 4.64 0.37 7.90 5.28 Stewart 0.02 0.02 0.00 Sullivan 496.70 465.23 25.43 19.82 0.08 522.21 485.05 Unicoi 0.04 0.10 5.93 1.36 0.05 6.02 1.46 Union 0.58 0.38 0.00 0.58 0.38 Washington 0.02 13.16 11.38 0.52 13.68 11.40 Wayne 1.03 0.35 0.04 1.07 0.35 Williamson 0.05 0.05 0.00 State total 5,356.50 5,339.50 816.33 698.35 375.31 219.36 11.87 6,560.02 6257.22 Virginia Lee 0.00 1.36 1.36 0.00 Russell 9.24 0.00 3.79 1.03 0.01 14.07 0.00 Scott 1.06 1.06 0.00 Smyth 0.00 4.88 2.15 7.03 0.00 Tazewell 0.28 0.21 2.72 5.81 3.00 6.02 Washington 0.83 0.47 10.86 1.86 11.69 2.33 Wise 2.17 6.15 2.54 8.32 2.54 State total 9.24 0.00 7.06 0.68 28.06 10.21 2.15 46.52 10.89 Watershed total 10,276 10,244 1,205 942 662 377 68.9 12,211 11,562 28 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 7. Surface-water withdrawal by category and water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, Water-use tabulation area]

Water-use tabulation area Total water Reservoir catchment area Thermoelectric power Industrial Public supply Irrigation withdrawal Cherokee Watauga 0.24 12.07 0.10 12.40 South Holston 0.24 18.85 2.20 21.30 Boone 0.00 Fort Patrick Henry 496.70 16.40 513.10 Cherokee 621.00 0.60 17.38 0.24 639.22 WUTA total 621.00 497.78 64.70 2.55 1,186.02 Douglas Douglas 4.97 36.09 67.73 1.98 110.78 Fort Loudoun Fort Loudoun 5.00 71.18 1.33 77.52 Fontana-Tellico Fontana 1.91 2.73 4.64 Santeetlah 0.44 0.44 Tellico 4.11 0.05 4.16 WUTA total 0.00 1.91 7.28 0.05 9.24 Norris Norris 9.24 5.28 15.10 0.26 29.88 Melton Hill 469.00 1.48 29.83 0.05 500.36 WUTA total 478.24 6.76 44.93 0.31 530.25 Hiwassee-Ocoee Chatuge 0.04 1.70 1.73 Nottely 0.45 0.15 0.60 Hiwassee 0.08 0.75 0.11 0.93 Apalachia 2.89 0.05 2.94 Blue Ridge 31.77 1.41 0.07 33.25 Ocoee 0.01 0.01 WUTA total 0.00 31.88 7.20 0.38 39.46 Watts Bar-Chickamauga Watts Bar 1,484.10 0.03 8.67 1.87 1,494.66 Chickamauga 1,571.40 68.24 24.55 2.91 1,667.10 WUTA total 3,055.50 68.27 33.22 4.78 3,161.76 Nickajack Nickajack 18.74 44.00 0.20 62.94 Guntersville Guntersville 1,546.00 9.18 36.37 2.88 1,594.42 Tims Ford Tims Ford 55.48 2.90 0.20 58.57 Water Use 29

Table 7. Surface-water withdrawal by category and water-use tabulation area in 2000Continued Water-use tabulation area Total water Reservoir catchment area Thermoelectric power Industrial Public supply Irrigation withdrawal Wheeler-Wilson Wheeler 2,108.00 221.46 78.08 41.48 2,449.02 Wilson 29.48 20.33 3.96 53.77 WUTA total 2,108.00 250.94 98.41 45.43 2,502.79 Pickwick Pickwick 1,251.00 53.08 4.04 0.11 1,308.23 Cedar Creek 3.00 3.00 Upper Bear Creek 2.81 2.81 WUTA total 1,251.00 53.08 9.85 0.11 1,314.04 Normandy Normandy 1.44 24.25 0.61 26.30 Kentucky Kentucky 1,211.00 97.20 13.60 0.44 1,322.24 Watershed total 10,276 1,134 526 61.3 11,996 30 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 8. Surface-water withdrawal by category and hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Hydrologic unit Total water code Thermoelectric power Industrial Public supply Irrigation withdrawal 06010101 621.00 0.00 0.91 621.90 06010102 496.94 35.25 2.20 534.40 06010103 0.04 12.07 0.10 12.20 06010104 0.60 16.47 0.24 17.32 06010105 4.97 4.00 38.12 47.09 06010106 28.41 6.21 0.83 35.45 06010107 11.18 0.44 11.62 06010108 3.89 11.97 0.72 16.57 06010201 139.10 5.00 72.57 1.61 218.28 06010202 2.13 1.82 3.95 06010203 0.07 1.15 1.22 06010204 4.55 0.05 4.60 06010205 9.24 5.28 10.60 0.01 25.13 06010206 0.00 4.50 0.00 4.50 06010207 1,814.00 1.51 29.83 0.12 1,845.46 06010208 7.29 1.77 9.06 06020001 1,571.40 19.29 59.22 2.94 1,652.85 06020002 67.51 15.12 0.49 83.11 06020003 31.77 1.41 0.07 33.25 06020004 2.20 0.16 2.36 06030001 1,546.00 9.18 34.17 2.72 1,592.06 06030002 2,108.00 161.29 65.49 40.04 2,374.82 06030003 55.48 4.21 0.20 59.88 06030004 0.32 11.28 1.38 12.98 06030005 1,251.00 142.41 25.11 4.02 1,422.54 06030006 5.81 0.03 5.84 06040001 0.07 5.13 0.26 5.45 06040002 1.44 24.25 0.67 26.36 06040003 4.22 0.14 4.36 06040004 1.17 0.03 1.20 06040005 1,211.00 75.81 2.34 0.04 1,289.19 06040006 21.32 21.32 Watershed total 10,276 1,134 526 61.3 11,996 Water Use 31

Table 9. Surface-water withdrawal by category and county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

State Total water County Thermoelectric power Industrial Public supply Irrigation withdrawal Alabama Colbert 1,251.00 58.96 7.48 1,317.44 Cullman 1.15 1.15 Dekalb 7.20 7.20 Franklin 3.00 0.03 3.02 Jackson 1,546.00 9.18 7.96 2.60 1,565.74 Lauderdale 12.89 1.86 14.75 Lawrence 59.85 2.19 5.39 67.43 Limestone 2,108.00 8.10 23.55 2,139.65 Madison 1.34 22.59 12.43 36.36 Marion 2.50 2.50 Marshall 17.17 0.13 17.30 Morgan 158.80 42.90 1.70 203.40 Winston 0.31 0.31 State total 4,905.00 289.28 134.29 47.68 5,376.25 Georgia Catoosa 0.65 0.59 1.24 Dade 1.70 0.09 1.79 Fannin 1.22 0.07 1.29 Rabun 1.63 1.63 Towns 0.81 0.81 Union 0.45 0.15 0.60 Walker 0.84 2.50 0.59 3.93 State total 0.00 2.47 7.33 1.49 11.29 Kentucky Livingston 19.85 0.25 20.10 Marshall 12.97 12.97 State total 0.00 32.82 0.25 0.00 33.07 Mississippi Tishomingo 0.02 .02 State total 0.00 0.00 0.00 0.02 .02 North Carolina Avery 0.20 0.20 Buncombe 4.97 2.02 25.01 32.01 Cherokee 0.08 1.64 1.71 Clay 0.04 0.04 Graham 0.94 0.94 Haywood 28.41 6.21 34.62 Henderson 0.97 7.57 8.54 Jackson 0.07 0.81 0.88 Macon 0.21 1.32 1.53 Madison 0.26 0.26 Mitchell 0.34 1.04 1.38 Swain 0.34 0.34 Transylvania 1.00 1.19 2.19 Watauga 1.15 1.15 Yancey 0.57 0.57 State total 4.97 33.33 48.05 0.00 86.35 32 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 9. Surface-water withdrawal by category and county in 2000Continued State Total water County Thermoelectric power Industrial Public supply Irrigation withdrawal Tennessee Anderson 469.00 1.48 19.27 0.07 489.82 Bedford 5.69 0.01 5.70 Benton 2.90 1.38 4.28 Bledsoe 0.20 0.20 Blount 14.27 0.30 14.57 Bradley 2.50 9.33 0.18 12.01 Campbell 2.32 0.25 2.57 Carter 0.05 0.05 Claiborne 2.59 0.01 2.60 Cocke 4.09 1.00 5.09 Coffee 55.00 5.20 0.40 60.60 Cumberland 3.25 1.77 5.02 Decatur 0.07 1.17 0.05 1.29 Dickson 1.53 1.53 Franklin 2.35 0.06 2.42 Giles 0.32 3.09 0.23 3.64 Grainger 0.06 0.06 Greene 3.35 8.11 0.41 11.86 Grundy 0.75 0.75 Hamblen 9.25 0.00 9.25 Hamilton 1,537.00 18.74 52.11 0.93 1,608.78 Hancock 0.34 0.00 0.34 Hardin 23.60 0.74 0.20 24.53 Hawkins 621.00 0.56 2.86 0.04 624.46 Henderson 3.54 0.05 3.59 Henry 0.02 0.02 Hickman 2.29 0.04 2.33 Humphreys 1,211.00 61.41 1.12 1,273.53 Jefferson 0.04 2.70 0.05 2.79 Johnson 0.00 1.22 0.02 1.24 Knox 0.08 61.12 1.19 62.38 Lawrence 1.90 0.00 1.90 Lewis 0.10 0.10 Lincoln 1.31 0.34 1.65 Loudoun 4.95 8.88 0.04 13.87 Marion 2.64 0.00 2.64 Marshall 2.76 2.76 Maury 1.44 10.60 0.26 12.30 McMinn 64.90 2.89 0.00 67.79 McNairy 0.01 0.01 Meigs 0.32 0.32 Monroe 5.01 0.07 5.08 Moore 0.47 0.55 1.02 Morgan 1.05 1.05 Perry 0.75 0.01 0.76 Polk 31.77 0.19 0.16 32.12 Rhea 173.50 2.71 0.38 176.59 Roane 1,345.00 6.06 0.00 1,351.06 Sequatchie 0.65 0.02 0.67 Sevier 7.29 0.37 7.66 Sullivan 496.70 25.08 0.05 521.83 Unicoi 0.04 0.05 0.09 Water Use 33

Table 9. Surface-water withdrawal by category and county in 2000Continued State Total water County Thermoelectric power Industrial Public supply Irrigation withdrawal TennesseeContinued Washington 13.16 0.11 13.27 Wayne 0.83 0.03 0.87 State total 5,356.50 770.33 315.97 9.92 6,452.71 Virginia Lee 0.78 0.78 Russell 9.24 3.79 0.55 0.01 13.59 Scott 1.05 1.05 Smyth 0.78 2.15 2.93 Tazewell 0.00 2.43 2.43 Washington 0.24 8.19 8.43 Wise 1.49 5.93 7.42 State total 9.24 5.52 19.72 2.15 36.64 Watershed total 10,276 1,134 526 61.3 11,996 34 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 10. Ground-water withdrawal by category and water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, water-use tabulation area]

Water-use tabulation area Total water Reservoir catchment area Industrial Public supply Irrigation withdrawal Cherokee Watauga 0.40 8.98 0.02 9.40 South Holston 0.59 7.39 0.03 8.01 Boone 0.00 3.72 3.72 Fort Patrick Henry 0.00 Cherokee 10.12 2.85 0.03 13.00 WUTA total 11.11 22.94 0.08 34.13 Douglas Douglas 6.19 5.34 0.45 11.98 Fort Loudoun Fort Loudoun 0.02 1.24 0.34 1.60 Fontana-Tellico Fontana 0.03 1.09 1.13 Santeetlah 0.00 Tellico 0.57 0.57 WUTA total 0.03 1.66 0.00 1.70 Norris Norris 0.95 2.46 0.00 3.42 Melton Hill 1.58 1.58 WUTA total 0.95 4.04 0.00 4.99 Hiwassee-Ocoee Chatuge 0.00 0.18 0.18 Nottely 0.55 0.55 Hiwassee 0.00 0.00 Apalachia 0.00 0.00 Blue Ridge 0.05 0.05 Ocoee 1.11 1.11 WUTA total 0.00 1.90 0.00 1.90 Watts Bar-Chickamauga Watts Bar 0.85 0.25 1.11 Chickamauga 0.12 22.84 1.06 24.02 WUTA total 0.12 23.69 1.32 25.13 Nickajack Nickajack 4.92 4.78 0.15 9.86 Guntersville Guntersville 1.79 6.07 7.86 Water Use 35

Table 10. Ground-water withdrawal by category and water-use tabulation area in 2000Continued Water-use tabulation area Total water Reservoir catchment area Industrial Public supply Irrigation withdrawal Tims Ford Tims Ford 0.78 1.96 0.06 2.80 Wheeler-Wilson Wheeler 8.16 32.74 4.92 45.82 Wilson 0.53 2.83 3.36 WUTA total 8.69 35.57 4.92 49.18 Pickwick Pickwick 0.53 4.88 5.41 Cedar Creek 1.13 1.13 Upper Bear Creek 0.16 0.16 WUTA total 0.53 6.17 0.00 6.70 Normandy Normandy 0.01 2.01 0.09 2.11 Kentucky Kentucky 35.97 18.76 0.21 54.94 Watershed total 71.1 136 7.62 215 36 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 11. Ground-water withdrawal by category and hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Hydrologic unit Total water code Industrial Public supply Irrigation withdrawal 06010101 0.00 0.71 0.71 06010102 0.59 7.38 0.03 8.00 06010103 0.01 8.98 0.02 9.01 06010104 10.12 2.15 0.03 12.30 06010105 0.48 2.22 2.70 06010106 0.59 0.06 0.65 06010107 1.61 0.65 0.04 2.31 06010108 3.89 6.13 0.41 10.43 06010201 0.02 1.23 0.37 1.62 06010202 0.03 0.22 0.26 06010203 0.00 0.88 0.88 06010204 0.57 0.57 06010205 0.95 1.63 0.00 2.59 06010206 0.00 0.83 0.83 06010207 2.43 0.01 2.44 06010208 0.21 0.21 06020001 5.04 24.67 1.16 30.87 06020002 0.01 4.41 0.05 4.48 06020003 0.43 0.02 0.45 06020004 1.03 1.03 06030001 1.79 5.04 6.83 06030002 8.16 1.84 4.87 14.87 06030003 0.78 29.76 0.06 30.60 06030004 3.10 0.02 3.12 06030005 1.06 6.81 7.87 06030006 2.19 2.19 06040001 4.13 0.06 4.19 06040002 0.01 2.01 0.09 2.11 06040003 0.09 0.00 0.09 06040004 0.09 1.66 0.00 1.75 06040005 29.38 5.55 0.15 35.07 06040006 6.50 7.33 13.84 Watershed total 71.1 136 7.62 215 Water Use 37

Table 12. Ground-water withdrawal by category and county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

State Total water County Industrial Public supply Irrigation withdrawal Alabama Colbert 1.06 0.48 1.54 Dekalb 1.11 1.37 2.48 Franklin 1.13 1.13 Jackson 0.02 0.99 1.01 Lauderdale 0.85 0.85 Limestone 2.91 4.87 7.78 Madison 27.27 27.27 Marshall 0.66 2.65 3.31 Morgan 8.16 8.16 Winston 0.16 0.16 State total 11.01 37.81 4.87 53.69 Georgia Catoosa 7.88 0.30 8.18 Dade 0.47 0.47 Fannin 0.02 0.02 Union 0.55 0.55 Walker 1.51 5.13 6.64 State total 1.51 13.56 0.79 15.86 Kentucky Calloway 1.59 3.31 4.90 Graves 0.05 0.05 Livingston 2.44 2.44 Marshall 2.47 3.61 6.08 McCracken 0.78 0.78 State total 6.50 7.75 0.00 14.26 Mississippi Tishomingo 4.36 4.36 State total 0.00 4.36 0.00 4.36 North Carolina Avery 0.39 1.03 1.42 Buncombe 0.45 1.18 1.63 Cherokee 0.00 0.00 Clay 0.00 0.18 0.18 Haywood 0.14 0.06 0.20 Henderson 0.00 0.25 0.25 Jackson 0.00 0.85 0.85 Macon 0.03 0.22 0.26 Madison 0.24 0.24 Mitchell 3.50 0.09 3.59 Swain 0.02 0.02 Transylvania 0.03 0.55 0.58 Watauga 0.28 0.28 Yancey 0.00 0.00 State total 4.55 4.95 0.00 9.50 38 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 12. Ground-water withdrawal by category and county in 2000Continued State Total water County Industrial Public supply Irrigation withdrawal Tennessee Anderson 0.96 0.01 0.97 Bedford 0.83 0.00 0.83 Benton 19.20 0.16 0.00 19.36 Bledsoe 0.39 0.39 Blount 0.02 0.24 0.26 Bradley 1.33 0.05 1.38 Campbell 0.52 0.52 Carroll 0.56 0.13 0.69 Carter 7.53 7.53 Claiborne 0.23 0.23 Cocke 0.45 0.00 0.00 0.46 Coffee 0.04 0.01 0.02 0.06 Cumberland 0.21 0.21 Decatur 0.21 0.02 0.23 Franklin 1.96 0.06 2.02 Giles 0.21 0.21 Grainger 0.03 0.02 0.05 Greene 0.00 0.01 0.01 Hamblen 1.04 0.01 1.05 Hamilton 3.53 10.27 0.38 14.18 Hardin 2.38 0.03 2.41 Hawkins 1.15 0.00 1.15 Henderson 0.36 0.00 0.37 Henry 3.05 0.01 3.06 Hickman 0.00 0.00 Houston 0.16 0.16 Humphreys 10.18 1.19 11.37 Jefferson 11.60 0.53 0.04 12.17 Johnson 0.01 0.96 0.02 0.99 Knox 0.13 0.93 0.10 1.16 Lawrence 2.39 0.02 2.41 Lewis 0.09 1.51 0.00 1.59 Lincoln 2.17 2.17 Loudoun 1.20 1.20 Marion 0.71 0.71 Marshall 0.14 0.14 Maury 1.03 0.07 1.10 McMinn 0.00 2.35 2.36 McNairy 0.97 0.00 0.98 Meigs 0.58 0.58 Monroe 0.57 0.57 Moore 0.75 0.75 Perry 0.00 0.00 Polk 0.43 0.00 0.44 Rhea 0.76 0.04 0.80 Roane 0.20 0.20 Sevier 0.01 0.23 0.24 Stewart 0.02 0.02 Water Use 39

Table 12. Ground-water withdrawal by category and county in 2000Continued State Total water County Industrial Public supply Irrigation withdrawal TennesseeContinued Sullivan 0.00 0.35 0.03 0.38 Unicoi 0.00 5.93 0.00 5.93 Union 0.58 0.00 0.58 Washington 0.41 0.41 Wayne 0.20 0.00 0.20 Williamson 0.05 0.05 State total 46.00 59.35 1.96 107.31 Virginia Lee 0.00 0.58 0.58 Russell 0.00 0.48 0.48 Scott 0.01 0.01 Smyth 0.00 4.09 4.09 Tazewell 0.28 0.29 0.57 Washington 0.59 2.67 3.26 Wise 0.68 0.22 0.89 State total 1.54 8.34 0.00 9.88 Watershed total 71.1 136 7.62 215 40 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Thermoelectric Power The total quantity of water withdrawn for use by thermoelectric power plants during 2000 was an esti-mated 10,276 Mgal/d, which is more than all of the other offstream categories combined and an increase of 28 percent since 1995 (tables 13, 14, 15, and 26).

The increase in withdrawals reflects the operation of additional generating units at the power plants since 1995. Surface water is the sole source of supply.

Nearly all of the surface water used at these facilities was returned to the river. Return flow was 10,244 Mgal/d. For this report, return flow is limited to cooling-water discharge and excludes stormwater runoff. Approximately 0.3 percent, or 32.2 Mgal/d, was consumptively used as a result of once-through cooling, cooling tower, or pond cooling (table 13; fig. 13).

Table 13. Thermoelectric power water use by water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, Water-use tabulation area]

Water-use tabulation area Surface-water Cooling water Net water Power generated, Reservoir catchment area withdrawal return flow demand in million kilowatt hours Cherokee Cherokee 621.00 621.00 0.00 5,193 Douglas Douglas 4.97 4.97 2,561 Norris Norris 9.24 0.00 9.24 3,323 Melton Hill 469.00 469.00 0.00 5,968 WUTA total 478.24 469.00 9.24 9,291 Watts Bar-Chickamauga Watts Bar 1,484.10 1,345.00 139.10 18,855 Chickamauga 1,571.40 1,693.50 -122.10 16,777 WUTA total 3,055.50 3,038.50 17.00 35,632 Guntersville Guntersville 1,546.00 1,546.00 0.00 9,595 Wheeler-Wilson Wheeler 2,108.00 2,107.00 1.00 18,807 Pickwick Pickwick 1,251.00 1,251.00 0.00 7,201 Kentucky Kentucky 1,211.00 1,211.00 0.00 8,064 Watershed total 10,276 10,244 32.2 96,344 Water Use 41

Thermoelectric power plants in the Tennessee for thermoelectric power (table 13). The spatial distri-River watershed are primarily powered by coal and bution by HUC of thermoelectric power water with-nuclear energy, with small amounts of oil and natural drawals as a total is shown in figure 15.

gas burned in combustion turbine units. Water is used The relation between water availability, water for condenser and reactor cooling and to replenish the use, and demographic and socioeconomic indicators boilers to produce steam. Nine fossil-fueled and three over time has important implications for water use and nuclear-fueled plants are located in the watershed. management (Case and Alward, 1997), particularly for These 12 plants generated about 96,344 gigawatt-the thermoelectric power and industrial sectors. The hours in 2000 compared to 76,600 gigawatt hours in electricity generated using water from the Tennessee 1995 (Solley and others, 1998). The thermoelectric River watershed, either for generating hydropower or plants are primarily located along the main stem of the Tennessee River (fig. 14). The Kingston fossil-fueled for cooling water, accounted for about 67 percent of all and the Watts Bar and Sequoyah nuclear-fueled power the electricity generated by the TVA in 2000. The plants in the Watts Bar-Chickamauga WUTA importance of the electricity generated, however, is (3,056 Mgal/d of water), the Browns Ferry nuclear- much greater than the income from power sales. The fueled power plant in the Wheeler-Wilson WUTA electricity serves as a base for the economy of the (2,108 Mgal/d), and the Widows Creek fossil-fueled region, which was valued in 2000 at about $246 billion power plant in the Guntersville WUTA (1,546 Mgal/d) for all goods and services (James H. Eblen, Tennessee account for about 65 percent of the water withdrawals Valley Authority, written commun., June 2002).

82° Tennessee River watershed boundary KE N TU C KY Clinch River VIRGINIA 88° 84° John Sevier Johnsonville Bull Run 36° TENNES S EE Kingston NORTH 86° C AR O LINA Watts Bar Asheville Sequoyah 35° S OUTH Widows Creek Bellefonte C AR O LINA Colbert Browns MISSISSIPPI Ferry GE ORG IA ALAB AMA Base from U.S. Geological Survey 1:2,000,000 digital line graph 0 25 50 75 100 MILES 0 25 50 75 100 KILOMETERS Study area EXPLANATION Colbert THERMOELECTRIC POWER PLANT AND NAME Figure 14. Distribution of thermoelectric power plants in the Tennessee River watershed in 2000.

42 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 14. Thermoelectric power water use by hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. Water-use transactions in million gallons per day]

Hydrologic unit Surface-water Cooling water Net water Power generated, in code withdrawal return flow demand million kilowatt-hours 06010101 621.00 621.00 5,193 06010104 621.00 -621.00 06010105 4.97 4.97 2,561 06010201 139.10 139.10 9,076 06010205 9.24 0.00 9.24 3,323 06010207 1,814.00 469.00 1,345.00 15,746 06010208 1,345.00 -1,345.00 06020001 1,571.40 1,693.50 -122.10 16,777 06030001 1,546.00 1,546.00 0.00 9,595 06030002 2,108.00 2,107.00 1.00 18,807 06030005 1,251.00 1,251.00 0.00 7,201 06040005 1,211.00 1,211.00 0.00 8,064 Watershed total 10,276 10,244 32.2 96,343 Table 15. Thermoelectric power water use by county in 2000

[Figures may not add to totals because of independent rounding. Water-use transactions in million gallons per day]

State Surface-water Cooling water Net water Power generated, in County withdrawal return flow demand million kilowatt-hours Alabama Colbert 1,251.00 1,251.00 0.00 7,201 Jackson 1,546.00 1,546.00 0.00 9,595 Limestone 2,108.00 2,107.00 1.00 18,807 State total 4,905.00 4,904.00 1.00 35,603 North Carolina Buncombe 4.97 4.97 2,561 State total 4.97 0.00 4.97 2,561 Tennessee Anderson 469.00 469.00 0.00 5,968 Hamilton 1,537.00 1,536.00 1.00 16,777 Hawkins 621.00 621.00 0.00 5,193 Humphreys 1,211.00 1,211.00 0.00 8,064 Rhea 173.50 157.50 16.00 9,076 Roane 1,345.00 1,345.00 0.00 9,778 State total 5,356.50 5,339.50 17.00 54,858 Virginia Russell 9.24 0.00 9.24 3,323 State total 9.24 0.00 9.24 3,323 Watershed total 10,276 10,244 32.2 96,343 Water Use 43

44 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030 Industrial rather than to a stream. Uncertainty about the amount Water withdrawals for industrial use during of return flow also may result from an industry includ-2000 were estimated to be 1,205 Mgal/d, which is an ing estimates of stormwater runoff in the sanitary, pro-increase of 17 percent since 1995 (tables 16, 17, 18, cess, or cooling water return-flow volumes. Meter and 26). Water withdrawals for industry account for registration errors also may occur.

about 10 percent of the total water withdrawals and for Industrial water withdrawals in the Cherokee 62 percent of the nonpower water withdrawals. Return and Wheeler-Wilson WUTAs were 509 and flows were estimated to be 942 Mgal/d and consump- 260 Mgal/d, respectively, and account for the 64 per-tive use to be 263 Mgal/d (table 16). Surface water cent of the industrial water withdrawals (table 16). The supplied 94 percent of the water, 1,134 Mgal/d, for spatial distribution of industrial water withdrawals by industrial purposes and ground water supplied the HUC as a total and by source is shown in figure 17.

remaining 6 percent, 71.1 Mgal/d (fig. 16). The con-sumptive use of freshwater for industrial purposes was 22 percent and return flow was 78 percent of the dis-position of the water.

Industrial water use includes water for such pur-poses as processing, washing, and cooling in facilities that manufacture products and for mining. Estimates of industrial and mining withdrawals were obtained from State agencies that issue permits or from the water-use inventory conducted in conjunction with this investigation. In the Tennessee River watershed, the major water-using industries are chemical and allied products, paper and allied products, and primary metals and account for about 79 percent (950 Mgal/d) of the industrial water withdrawals in 2000.

In 2000, mining water use was estimated to be 51 Mgal/d. Mining water use is for the extraction of minerals and other uses associated with quarrying, milling (crushing, screening, washing, and flotation),

and other preparations done at a mine site. Dewatering is not considered as a mining water use unless the water is put to a beneficial use, such as washing or dust control. Water used in mining is difficult to quantify. Except for some washing and milling, water used at mining sites tends to be an impediment to or a byproduct of the extraction process. Unless water is needed for the mining operation, little attention is paid to quantities withdrawn.

Industrial return flow is water disposed from use in sanitary, process, or cooling activities and excludes stormwater runoff. Return-flow data for industry and mining were obtained from the USEPA, PCS database.

A strict site-specific accounting of industrial with-drawals and return flows is difficult because of the dif-ferent ways in which water is obtained and disposed.

For example, industries that purchase water from a public supplier may discharge to a stream, and bypass the wastewater-treatment plant; or self-supplied indus-tries may release water to a wastewater-treatment plant Water Use 45

Tennessee River watershed boundary EXPLANATION SURFACE-WATER WITHDRAWALS, IN MILLION GALLONS PER DAY NO WITHDRAWALS 0.04 - 1 1 - 10 19 - 100 140 - 200 497 EXPLANATION GROUND-WATER WITHDRAWALS, IN MILLION GALLONS PER DAY NO WITHDRAWALS 0.01 - 1 1-2 4-7 8 - 10 29.4 EXPLANATION TOTAL INDUSTRIAL WATER WITHDRAWALS, IN MILLION GALLONS PER DAY NO WITHDRAWALS 0.05 - 5 5 - 30 55 - 105 145 - 170 498 Figure 17. Industrial water withdrawals by source and by hydrologic unit in the Tennessee River watershed in 2000.

46 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Many industries that depend on large amounts use large amounts of water, Lawrence and Morgan of water also are industries that provide relatively high Counties in Alabama, and Humphreys, McMinn, and earnings and are important to the economy of local Sullivan Counties in Tennessee (fig. 5), directly gener-communities. This link is evident in the Tennessee ated about $1.0 billion of earnings in 1999 with an River watershed, where high water use in the chemical estimated total impact on the local economies between and paper industry involves the use of process water 2.0 and 2.5 billion dollars (U.S. Department of Com-and large amounts of cooling water. The five counties merce, 2001). The distribution of industrial water in the watershed in which chemical or paper industries withdrawals by county is shown on figure 18.

Water Use 47

Table 16. Industrial water use by water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, water-use tabulation area]

Withdrawal Water-use tabulation area Ground Surface Total Return Net water Reservoir catchment area water water water flow demand Cherokee Watauga 0.40 0.24 0.64 0.47 0.17 South Holston 0.59 0.24 0.83 0.47 0.36 Boone 0.00 0.00 0.04 -0.04 Fort Patrick Henry 496.70 496.70 496.70 Cherokee 10.12 0.60 10.72 467.53 -456.81 WUTA total 11.11 497.78 508.89 468.51 40.38 Douglas Douglas 6.19 36.09 42.28 28.49 13.80 Fort Loudoun Fort Loudoun 0.02 5.00 5.02 1.37 3.66 Fontana-Tellico Fontana 0.03 1.91 1.94 1.36 0.58 Santeetlah 0.00 0.00 Tellico 0.00 0.00 WUTA total 0.03 1.91 1.94 1.36 0.58 Norris Norris 0.95 5.28 6.23 0.21 6.02 Melton Hill 1.48 1.48 0.90 0.58 WUTA total 0.95 6.76 7.72 1.11 6.61 Hiwassee-Ocoee Chatuge 0.00 0.04 0.04 0.04 Nottely 0.00 0.00 Hiwassee 0.00 0.08 0.08 0.08 Apalachia 0.00 0.00 Blue Ridge 31.77 31.77 31.77 Ocoee 0.00 24.37 -24.37 WUTA total 0.00 31.88 31.88 24.37 7.51 Watts Bar-Chickamauga Watts Bar 0.03 0.03 0.24 -0.21 Chickamauga 0.12 68.24 68.36 68.14 0.22 WUTA total 0.12 68.27 68.38 68.37 0.01 Nickajack Nickajack 4.92 18.74 23.67 15.30 8.36 Guntersville Guntersville 1.79 9.18 10.97 19.49 -8.52 Tims Ford 0.78 55.48 56.26 35.93 20.33 48 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 16. Industrial water use by water-use tabulation area in 2000Continued Withdrawal Water-use tabulation area Ground Surface Total Return Net water Reservoir catchment area water water water flow demand Wheeler-Wilson Wheeler 8.16 221.46 229.62 147.86 81.76 Wilson 0.53 29.48 30.01 21.01 9.00 WUTA total 8.69 250.94 259.63 168.87 90.76 Pickwick Pickwick 0.53 53.08 53.61 26.66 26.95 Cedar Creek 0.00 0.00 Upper Bear Creek 0.00 0.00 WUTA total 0.53 53.08 53.61 26.66 26.95 Normandy Normandy 0.01 1.44 1.45 1.45 Kentucky Kentucky 35.97 97.20 133.17 82.55 50.61 Watershed total 71.1 1,134 1,205 942 263 Water Use 49

Table 17. Industrial water use by hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Hydrologic Withdrawal unit Ground Surface Total Return Net water code water water water flow demand 06010101 0.00 0.00 0.00 0.00 06010102 0.59 496.94 497.53 465.70 31.83 06010103 0.01 0.04 0.05 0.04 0.01 06010104 10.12 0.60 10.72 2.94 7.78 06010105 0.48 4.00 4.48 2.25 2.23 06010106 0.59 28.41 29.00 22.63 6.37 06010107 1.61 1.61 0.72 0.89 06010108 3.89 3.89 7.78 4.08 3.70 06010201 0.02 5.00 5.02 0.24 4.79 06010202 0.03 2.13 2.16 1.36 0.80 06010203 0.00 0.07 0.07 0.07 06010205 0.95 5.28 6.23 0.21 6.02 06010206 0.00 0.00 0.00 0.00 06010207 1.51 1.51 0.90 0.61 06020001 5.04 19.29 24.33 15.30 9.02 06020002 0.01 67.51 67.52 68.14 -0.62 06020003 31.77 31.77 24.37 7.40 06030001 1.79 9.18 10.97 19.49 -8.52 06030002 8.16 161.29 169.45 99.20 70.25 06030003 0.78 55.48 56.26 37.34 18.92 06030004 0.32 0.32 0.07 0.25 06030005 1.06 142.41 143.47 94.93 48.54 06040001 0.07 0.07 19.89 -19.82 06040002 0.01 1.44 1.45 2.05 -0.60 06040003 0.00 2.45 -2.45 06040004 0.09 0.09 0.09 06040005 29.38 75.81 105.19 58.09 47.10 06040006 6.50 21.32 27.82 27.82 Watershed total 71.1 1,134 1,205 942 263 50 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 18. Industrial water use by county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Withdrawal State Ground Surface Total Return Net water County water water water flow demand Alabama Colbert 1.06 58.96 60.02 47.45 12.57 Cullman 1.15 1.15 1.15 Dekalb 1.11 1.11 0.88 0.23 Jackson 0.02 9.18 9.20 18.09 -8.89 Lawrence 59.85 59.85 47.26 12.59 Madison 1.34 1.34 1.03 0.31 Marshall 0.66 0.66 0.52 0.14 Morgan 8.16 158.80 166.96 99.20 67.76 State total 11.01 289.28 300.29 214.42 85.87 Georgia Rabun 1.63 1.63 1.36 0.27 Walker 1.51 0.84 2.35 2.31 0.04 State total 1.51 2.47 3.98 3.67 0.31 Kentucky Calloway 1.59 1.59 1.59 Livingston 2.44 19.85 22.29 22.29 Lyon 0.00 0.01 -0.01 Marshall 2.47 12.97 15.45 15.45 State total 6.50 32.82 39.33 0.01 39.32 North Carolina Avery 0.39 0.20 0.59 0.47 0.12 Buncombe 0.45 2.02 2.48 1.38 1.10 Cherokee 0.00 0.08 0.08 0.08 Clay 0.00 0.04 0.04 0.04 Haywood 0.14 28.41 28.55 22.53 6.02 Henderson 0.00 0.97 0.97 0.87 0.10 Jackson 0.00 0.07 0.07 0.07 Macon 0.03 0.21 0.24 0.24 Mitchell 3.50 0.34 3.84 0.00 3.84 Transylvania 0.03 1.00 1.03 0.00 1.03 Yancey 0.00 0.00 0.00 State total 4.55 33.33 37.88 25.25 12.63 Tennessee Anderson 1.48 1.48 0.90 0.58 Bedford 0.00 0.06 -0.06 Benton 19.20 2.90 22.10 22.10 Bradley 2.50 2.50 2.41 0.09 Carter 0.00 0.04 -0.04 Cocke 0.45 0.45 0.10 0.35 Coffee 0.04 55.00 55.04 35.93 19.11 Decatur 0.07 0.07 0.07 Giles 0.32 0.32 0.07 0.25 Greene 0.00 3.35 3.35 3.49 -0.13 Hamilton 3.53 18.74 22.27 13.00 9.27 Hardin 23.60 23.60 19.89 3.71 Hawkins 0.56 0.56 0.53 0.03 Water Use 51

Table 18. Industrial water use by county in 2000Continued Withdrawal State Ground Surface Total Return Net water County water water water flow demand TennesseeContinued Hickman 0.00 0.08 -0.08 Humphreys 10.18 61.41 71.59 58.08 13.51 Jefferson 11.60 0.04 11.64 2.31 9.34 Johnson 0.01 0.00 0.01 0.01 Knox 0.13 0.08 0.21 0.18 0.03 Lawrence 0.00 0.23 -0.23 Lewis 0.09 0.09 0.09 Loudoun 4.95 4.95 0.12 4.83 Marshall 0.00 1.99 -1.99 Maury 1.44 1.44 2.36 -0.92 McMinn 0.00 64.90 64.90 65.73 -0.82 Monroe 0.00 0.12 -0.12 Moore 0.75 0.47 1.23 0.38 0.85 Polk 31.77 31.77 24.37 7.40 Sevier 0.01 0.01 0.65 -0.63 Sullivan 0.00 496.70 496.70 465.23 31.47 Unicoi 0.00 0.04 0.04 0.10 -0.07 Washington 0.00 0.02 -0.02 State total 46.00 770.33 816.33 698.37 117.98 Virginia Lee 0.00 0.00 0.00 Russell 0.00 3.79 3.79 3.79 Smyth 0.00 0.00 0.00 Tazewell 0.28 0.00 0.28 0.21 0.07 Washington 0.59 0.24 0.83 0.47 0.36 Wise 0.68 1.49 2.17 2.17 State total 1.54 5.52 7.06 0.68 6.38 Watershed total 71.1 1,134 1,205 942 263 52 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Public Supply communities where septic tanks are more common.

The quantity of water withdrawn for public sup- Water released to a septic tank is not readily available ply during 2000 was estimated to be 662 Mgal/d, for reuse and is classified as a consumptive use. The which is an increase of 15 percent from 1995 balance between public-supply withdrawals and (tables 19, 20, 21, and 26). During the period from wastewater releases also may be affected by how 1995 to 2000, population in the Tennessee River industrial water is disposed. For example, water that is watershed increased 7 percent, from 4.20 to 4.51 mil- released from a self-supplied industrial facility may be lion (U.S. Bureau of the Census, 2001). In 1995, pub- conveyed to a POTW instead of discharging directly to lic suppliers served water to 77 percent of the a stream.

population or 3.25 million people. Although The completeness of the public-supply with-population-served numbers were not collected at the drawal and wastewater release data varies. Informa-county level by the USGS for 2000, the percentage of tion on public supply generally is available from the the population served by public water-supply systems State office responsible for implementing the USEPA in 2000 is assumed to be the same or higher than in Safe Drinking Water Act or for permitting water with-1995. Applying the 1995 value of 77 percent to the drawals within that State. Data for public-supply with-2000 population estimate, the population served is drawals usually are accurate because local and State estimated as 3.47 million people. Water withdrawals agencies maintain nearly complete information. The for public supply account for about 5 percent of the public-supply systems included in this report mostly total water use and 34 percent of the nonpower water are systems serving at least 25 people, or a minimum use in the watershed. Surface water was the source for of 15 connections. A few smaller water systems 79 percent, or 526 Mgal/d, of the water withdrawal reporting pumpage to State permitting programs also (fig. 19). The remaining 21 percent, or 136 Mgal/d, of are included in the total. These smaller systems are the water is from springs and wells. About 57 percent, supplied by ground water and include motels, restau-or 377 Mgal/d, of the water was returned to the river. rants, schools, churches, or campgrounds. The munici-Consumptive use accounted for the remaining pal wastewater release data used in this study are from 43 percent, or 285 Mgal/d. USEPA, PCS files; this dataset can be less complete Public-supply withdrawals and wastewater than the corresponding States database.

releases may only indirectly relate to each other. In The large public-supply withdrawals, for the part, the sewer infrastructure is not as extensive as the most part, correspond to the population centers. The water distribution infrastructure, particularly in rural Wheeler-Wilson WUTA provides water to the cities of Huntsville and Decatur, Alabama; the Cherokee WUTA to Kingsport and Johnson City, Tennessee; the Douglas WUTA to Jonesborough and Greeneville, Tennessee; the Fort Loudoun WUTA to Knoxville, Tennessee; and the Nickajack WUTA to Chattanooga, Tennessee. Public-supply withdrawals in the above mentioned WUTAs account for 63 percent of the total public-supply withdrawals (table 19). The spatial dis-tribution of public-supply water withdrawals by HUC as a total and by source is shown in figure 20.

The proximity of the multi-county population centers such as Atlanta, Birmingham, and northeastern Mississippi to the watershed divide and the growing water needs of the region raises questions about the potential of future interbasin transfers from the Ten-nessee River watershed. Water withdrawn from the Tennessee River watershed to supply these areas would reduce the amount of water remaining in the river for use downstream of the water transfer points.

Although the potential amounts of water that would be transferred are unknown, data presented in this report can be used to investigate the effects of future interba-sin transfers. The major population centers of the Ten-nessee River watershed and the surrounding areas are shown on figure 21.

Water Use 53

54 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030 Water Use 55 Table 19. Public-supply water use by water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, water-use tabulation area]

Withdrawal Water-use tabulation area Ground Surface Total Wastewater Net water Reservoir catchment area water water water return flow demand Cherokee Watauga 8.98 12.07 21.04 2.38 18.66 South Holston 7.39 18.85 26.25 1.86 24.39 Boone 3.72 3.72 23.58 -19.86 Fort Patrick Henry 16.40 16.40 16.40 Cherokee 2.85 17.38 20.22 15.13 5.09 WUTA total 22.94 64.70 87.63 42.95 44.68 Douglas Douglas 5.34 67.73 73.07 29.01 44.06 Fort Loudoun Fort Loudoun 1.24 71.18 72.42 55.03 17.39 Fontana-Tellico Fontana 1.09 2.73 3.83 2.01 1.82 Santeetlah 0.44 0.44 0.44 Tellico 0.57 4.11 4.68 1.09 3.59 WUTA total 1.66 7.28 8.94 3.10 5.84 Norris Norris 2.46 15.10 17.56 10.48 7.08 Melton Hill 1.58 29.83 31.40 9.43 21.97 WUTA total 4.04 44.93 48.97 19.91 29.06 Chatuge 0.18 1.70 1.88 0.27 1.60 Nottely 0.55 0.45 1.00 0.24 0.76 Hiwassee 0.75 0.75 0.10 0.65 Apalachia 2.89 2.89 2.89 Blue Ridge 0.05 1.41 1.47 0.33 1.14 Ocoee 1.11 1.11 0.26 0.85 WUTA total 1.90 7.20 9.09 1.20 7.90 Watts Bar-Chickamauga Watts Bar 0.85 8.67 9.53 21.34 -11.82 Chickamauga 22.84 24.55 47.39 13.92 33.47 WUTA total 23.69 33.22 56.91 35.26 21.65 Nickajack Nickajack 4.78 44.00 48.78 45.19 3.59 Guntersville Guntersville 6.07 36.37 42.43 20.45 21.99 Tims Ford Tims Ford 1.96 2.90 4.86 4.57 0.29 56 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 19. Public-supply water use by water-use tabulation area in 2000Continued Withdrawal Water-use tabulation area Ground Surface Total Wastewater Net water Reservoir catchment area water water water return flow demand Wheeler-Wilson Wheeler 32.74 78.08 110.82 73.27 37.55 Wilson 2.83 20.33 23.16 6.80 16.36 WUTA total 35.57 98.41 133.98 80.07 53.91 Pickwick Pickwick 4.88 4.04 8.92 13.89 -4.98 Cedar Creek 1.13 3.00 4.13 4.13 Upper Bear Creek 0.16 2.81 2.97 2.97 WUTA total 6.17 9.85 16.02 13.89 2.12 Normandy Normandy 2.01 24.25 26.26 2.19 24.08 Kentucky Kentucky 18.76 13.60 32.36 23.74 8.61 Watershed total 136 526 662 377 285 Water Use 57

Table 20. Public-supply water use by hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Hydrologic Withdrawal unit Ground Surface Total Wastewater Net water code water water water return flow demand 06010101 0.71 0.91 1.61 1.61 06010102 7.38 35.25 42.64 22.87 19.77 06010103 8.98 12.07 21.04 13.42 7.62 06010104 2.15 16.47 18.62 8.58 10.05 06010105 2.22 38.12 40.34 17.68 22.66 06010106 0.06 6.21 6.27 4.68 1.59 06010107 0.65 11.18 11.83 5.06 6.77 06010108 6.13 11.97 18.10 7.32 10.78 06010201 1.23 72.57 73.80 58.84 14.96 06010202 0.22 1.82 2.05 0.81 1.24 06010203 0.88 1.15 2.03 1.20 0.83 06010204 0.57 4.55 5.11 1.09 4.02 06010205 1.63 10.60 12.23 9.69 2.54 06010206 0.83 4.50 5.33 0.42 4.91 06010207 2.43 29.83 32.26 16.83 15.43 06010208 7.29 7.29 2.86 4.42 06020001 24.67 59.22 83.89 48.80 35.08 06020002 4.41 15.12 19.53 10.91 8.62 06020003 0.43 1.41 1.85 0.59 1.25 06020004 1.03 2.20 3.23 0.62 2.61 06030001 5.04 34.17 39.21 19.83 19.37 06030002 1.84 65.49 67.33 53.41 13.92 06030003 29.76 4.21 33.98 10.92 23.06 06030004 3.10 11.28 14.38 2.20 12.18 06030005 6.81 25.11 31.91 32.58 -0.67 06030006 2.19 5.81 8.00 1.63 6.37 06040001 4.13 5.13 9.26 2.98 6.28 06040002 2.01 24.25 26.26 7.57 18.69 06040003 0.09 4.22 4.31 6.49 -2.18 06040004 1.66 1.17 2.83 1.33 1.50 06040005 5.55 2.34 7.89 5.35 2.54 06040006 7.33 7.33 0.01 7.32 Watershed total 136 526 662 377 285 58 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 21. Public-supply water use by county in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Withdrawal State Ground Surface Total Wastewater Net water County water water water return flow demand Alabama Colbert 0.48 7.48 7.96 4.64 3.32 Dekalb 1.37 7.20 8.57 4.85 3.72 Franklin 1.13 3.00 4.13 1.61 2.52 Jackson 0.99 7.96 8.95 6.10 2.85 Lauderdale 0.85 12.89 13.74 10.80 2.94 Lawrence 2.19 2.19 2.64 -0.45 Limestone 2.91 8.10 11.01 12.34 -1.33 Madison 27.27 22.59 49.86 35.36 14.50 Marion 2.50 2.50 2.50 Marshall 2.65 17.17 19.82 8.08 11.74 Morgan 42.90 42.90 22.97 19.93 Winston 0.16 0.31 0.47 0.47 State total 37.81 134.29 172.10 109.40 62.70 Georgia Catoosa 7.88 0.65 8.53 2.39 6.14 Dade 1.70 1.70 0.28 1.42 Fannin 1.22 1.22 0.33 0.89 Rabun 0.00 0.04 -0.04 Towns 0.81 0.81 0.27 0.54 Union 0.55 0.45 1.00 0.24 0.76 Walker 5.13 2.50 7.63 7.72 -0.09 State total 13.56 7.33 20.89 11.26 9.63 Kentucky Calloway 3.31 3.31 3.31 Graves 0.05 0.05 0.05 Livingston 0.25 0.25 0.22 0.03 Marshall 3.61 3.61 0.04 3.57 McCracken 0.78 0.78 0.78 State total 7.75 0.25 8.01 0.26 7.75 Mississippi Tishomingo 4.36 4.36 0.34 4.02 State total 4.36 0.00 4.36 0.34 4.02 North Carolina Avery 1.03 1.03 1.09 -0.06 Buncombe 1.18 25.01 26.19 14.33 11.86 Cherokee 1.64 1.64 0.00 1.64 Clay 0.18 0.18 0.10 0.08 Graham 0.94 0.94 0.94 Haywood 0.06 6.21 6.27 3.38 2.89 Henderson 0.25 7.57 7.82 2.21 5.61 Jackson 0.85 0.81 1.66 0.89 0.77 Macon 0.22 1.32 1.55 0.77 0.78 Water Use 59

Table 21. Public-supply water use by county in 2000Continued Withdrawal State Ground Surface Total Wastewater Net water County water water water return flow demand North CarolinaContinued Madison 0.24 0.26 0.50 0.19 0.31 Mitchell 0.09 1.04 1.13 0.61 0.52 Swain 0.02 0.34 0.36 0.31 0.05 Transylvania 0.55 1.19 1.74 0.95 0.79 Watauga 0.28 1.15 1.43 0.60 0.83 Yancey 0.57 0.57 0.31 0.26 State total 4.95 48.05 53.00 25.74 27.26 Tennessee Anderson 0.96 19.27 20.23 6.73 13.50 Bedford 0.83 5.69 6.52 3.29 3.23 Benton 0.16 1.38 1.54 1.59 -0.05 Bledsoe 0.39 0.39 0.14 0.25 Blount 0.02 14.27 14.29 7.18 7.10 Bradley 1.33 9.33 10.66 7.52 3.14 Campbell 0.52 2.32 2.84 1.19 1.65 Carroll 0.56 0.56 0.14 0.41 Carter 7.53 7.53 2.40 5.13 Claiborne 0.23 2.59 2.82 0.42 2.40 Cocke 0.00 4.09 4.09 1.30 2.79 Coffee 0.01 5.20 5.21 5.41 -0.20 Cumberland 3.25 3.25 2.22 1.03 Decatur 0.21 1.17 1.38 0.49 0.89 Dickson 1.53 1.53 1.53 Franklin 1.96 2.35 4.31 0.98 3.33 Giles 0.21 3.09 3.30 2.20 1.10 Grainger 0.03 0.03 0.14 -0.11 Greene 0.01 8.11 8.11 3.48 4.63 Grundy 0.75 0.75 0.26 0.49 Hamblen 1.04 9.25 10.29 4.09 6.19 Hamilton 10.27 52.11 62.38 36.73 25.66 Hancock 0.34 0.34 0.15 0.20 Hardin 2.38 0.74 3.11 1.02 2.09 Hawkins 1.15 2.86 4.00 0.86 3.14 Henderson 0.36 3.54 3.91 1.15 2.75 Henry 3.05 3.05 2.07 0.98 Hickman 2.29 2.29 0.35 1.93 Houston 0.16 0.16 0.16 Humphreys 1.19 1.12 2.31 1.63 0.68 Jefferson 0.53 2.70 3.23 1.05 2.18 Johnson 0.96 1.22 2.18 0.69 1.49 Knox 0.93 61.12 62.04 50.25 11.79 Lawrence 2.39 1.90 4.29 1.84 2.45 Lewis 1.51 1.51 0.78 0.73 Lincoln 2.17 1.31 3.48 1.18 2.29 Loudoun 1.20 8.88 10.09 8.18 1.90 Marion 0.71 2.64 3.35 0.80 2.55 Marshall 0.14 2.76 2.90 2.21 0.70 Maury 1.03 10.60 11.63 5.82 5.81 60 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 21. Public-supply water use by county in 2000Continued Withdrawal State Ground Surface Total Wastewater Net water County water water water return flow demand TennesseeContinued McMinn 2.35 2.89 5.24 2.74 2.50 McNairy 0.97 0.97 0.26 0.71 Meigs 0.58 0.58 0.22 0.36 Monroe 0.57 5.01 5.58 2.54 3.04 Moore 0.55 0.55 0.23 0.32 Morgan 1.05 1.05 0.64 0.41 Perry 0.75 0.75 0.25 0.50 Polk 0.43 0.19 0.63 0.31 0.32 Rhea 0.76 2.71 3.46 2.05 1.41 Roane 0.20 6.06 6.25 3.77 2.48 Sequatchie 0.65 0.65 0.47 0.17 Sevier 0.23 7.29 7.52 4.64 2.88 Stewart 0.02 0.02 0.02 Sullivan 0.35 25.08 25.43 19.82 5.61 Unicoi 5.93 5.93 1.36 4.57 Union 0.58 0.58 0.38 0.19 Washington 13.16 13.16 11.38 1.78 Wayne 0.20 0.83 1.03 0.35 0.69 Williamson 0.05 0.05 0.05 State total 59.35 315.97 375.31 219.36 155.95 Virginia Lee 0.58 0.78 1.36 1.36 Russell 0.48 0.55 1.03 1.03 Scott 0.01 1.05 1.06 1.06 Smyth 4.09 0.78 4.88 4.88 Tazewell 0.29 2.43 2.72 5.81 -3.09 Washington 2.67 8.19 10.86 1.86 9.00 Wise 0.22 5.93 6.15 2.54 3.61 State total 8.34 19.72 28.06 10.21 17.85 Watershed total 136 526 662 377 285 Water Use 61

Irrigation per year, to increase the yield of crops, or to reduce the risk of crop failures during droughts.

The quantity of water withdrawn for irrigation during 2000 was an estimated 68.9 Mgal/d (tables 22, Information about the number of acres irrigated 23, 24, and 26). Irrigation withdrawals during 2000 and the quantity of water withdrawn is obtained from a were 44 percent more than in 1995. The increase could variety of sources such as State agencies responsible be a result of more comprehensive data collection, a for permitting, a States Cooperative Extension Ser-change in estimation techniques, a difference in tem- vice, or the U.S. Department of Agriculture, Natural perature and precipitation, or an actual increase in irri- Resources and Conservation Service (appendix A).

gated acreage. Irrigation represents 0.6 percent of the Methods for estimating withdrawals for irrigation total water withdrawals and 4 percent of the nonpower vary. In some instances, water withdrawals are based water withdrawals in the Tennessee River watershed. on theoretical estimates of water required to raise a Surface water was the source of water for about given crop in an area. In other instances, accurate 89 percent of the irrigation water withdrawals; ground records of water application rates are available.

water was the source of the remaining 11 percent Obtaining reliable estimates of consumptive use is (fig. 22). Irrigation water was primarily applied by difficult.

sprinkler and microirrigation systems. The efficiency of the application was assumed to be 100 percent; that The most intensive irrigation in the watershed is is, no runoff occurred at the sites. Consumptive use, in the Wheeler-Wilson WUTA, which accounts for therefore, is 100 percent, or 68.9 Mgal/d. 73 percent of the total, or 50.4 Mgal/d (table 22). The Irrigation water use includes all water artifi- spatial distribution of irrigation water withdrawals by cially applied to farm and horticultural crops, as well HUC as a total and by source is shown in figure 23 and as water used to irrigate golf courses. In the Tennessee table 23. Alabama is the leading irrigation state in the River watershed, irrigation is used to supplement natu- Tennessee River watershed, withdrawing 76 percent of ral precipitation to increase the number of plantings the total irrigation water (table 24).

62 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Water Use 63 Table 22. Irrigation withdrawal by water-use tabulation area in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day; WUTA, water-use tabulation area]

Water-use tabulation area Ground-water Surface-water Total water Reservoir catchment area withdrawal withdrawal withdrawal Cherokee Watauga 0.02 0.10 0.12 South Holston 0.03 2.20 2.23 Boone 0.00 Fort Patrick Henry 0.00 Cherokee 0.03 0.24 0.28 WUTA total 0.08 2.55 2.63 Douglas Douglas 0.45 1.98 2.44 Fort Loudoun Fort Loudoun 0.34 1.33 1.68 Fontana-Tellico Fontana 0.00 Santeetlah 0.00 Tellico 0.05 0.05 WUTA total 0.00 0.05 0.05 Norris Norris 0.00 0.26 0.26 Melton Hill 0.05 0.05 WUTA total 0.00 0.31 0.31 Hiwassee-Ocoee Chatuge 0.00 Nottely 0.15 0.15 Hiwassee 0.11 0.11 Apalachia 0.00 0.05 0.05 Blue Ridge 0.07 0.07 Ocoee 0.01 0.01 WUTA total 0.00 0.38 0.39 Watts Bar-Chickamauga Watts Bar 0.25 1.87 2.12 Chickamauga 1.06 2.91 3.97 WUTA total 1.32 4.78 6.09 Nickajack Nickajack 0.15 0.20 0.35 Guntersville Guntersville 2.88 2.88 Tims Ford 0.06 0.20 0.26 Wheeler-Wilson Wheeler 4.92 41.48 46.39 Wilson 3.96 3.96 WUTA total 4.92 45.43 50.35 Pickwick Pickwick 0.11 0.11 Cedar Creek 0.00 Upper Bear Creek 0.00 WUTA total 0.00 0.11 0.11 Normandy Normandy 0.09 0.61 0.69 Kentucky Kentucky 0.21 0.44 0.65 Watershed total 7.62 61.3 68.9 64 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 23. Irrigation withdrawal by hydrologic unit in 2000

[Figures may not add to totals because of independent rounding. All values in million gallons per day]

Hydrologic unit Ground-water Surface-water Total water code withdrawal withdrawal withdrawal 06010102 0.03 2.20 2.23 06010103 0.02 0.10 0.12 06010104 0.03 0.24 0.28 06010106 0.00 0.83 0.83 06010107 0.04 0.44 0.48 06010108 0.41 0.72 1.13 06010201 0.37 1.61 1.98 06010204 0.00 0.05 0.05 06010205 0.00 0.01 0.01 06010206 0.00 0.00 0.00 06010207 0.01 0.12 0.13 06010208 0.21 1.77 1.98 06020001 1.16 2.94 4.10 06020002 0.05 0.49 0.54 06020003 0.02 0.07 0.09 06020004 0.00 0.16 0.16 06030001 0.00 2.72 2.72 06030002 4.87 40.04 44.91 06030003 0.06 0.20 0.26 06030004 0.02 1.38 1.40 06030005 0.00 4.02 4.02 06030006 0.00 0.03 0.03 06040001 0.06 0.26 0.32 06040002 0.09 0.67 0.75 06040003 0.00 0.14 0.14 06040004 0.00 0.03 0.03 06040005 0.15 0.04 0.18 Watershed total 7.62 61.3 68.9 Water Use 65

Table 24. Irrigation withdrawal by county in 2000

[Figures may not add to totals because of independent rounding. Water values in million gallons per day]

State Ground-water Surface-water Total water County withdrawal withdrawal withdrawal Alabama Franklin 0.03 0.03 Jackson 2.60 2.60 Lauderdale 1.86 1.86 Lawrence 5.39 5.39 Limestone 4.87 23.55 28.42 Madison 12.43 12.43 Marshall 0.13 0.13 Morgan 1.70 1.70 State total 4.87 47.68 52.55 Georgia Catoosa 0.30 0.59 0.89 Dade 0.47 0.09 0.56 Fannin 0.02 0.07 0.09 Union 0.15 0.15 Walker 0.59 0.59 State total 0.79 1.49 2.28 Mississippi Tishomingo 0.02 0.02 State total 0.00 0.02 0.02 Tennessee Anderson 0.01 0.07 0.08 Bedford 0.00 0.01 0.01 Benton 0.00 0.00 Bledsoe 0.20 0.20 Blount 0.24 0.30 0.55 Bradley 0.05 0.18 0.23 Campbell 0.25 0.25 Carroll 0.13 0.13 Carter 0.05 0.05 Claiborne 0.01 0.01 Cocke 0.00 1.00 1.00 Coffee 0.02 0.40 0.42 Cumberland 0.21 1.77 1.98 Decatur 0.02 0.05 0.06 Franklin 0.06 0.06 0.13 Giles 0.23 0.23 Grainger 0.02 0.06 0.08 Greene 0.41 0.41 Hamblen 0.01 0.00 0.02 Hamilton 0.38 0.93 1.32 Hancock 0.00 0.00 Hardin 0.03 0.20 0.23 Hawkins 0.00 0.04 0.04 Henderson 0.00 0.05 0.05 Henry 0.01 0.02 0.03 Hickman 0.00 0.04 0.04 66 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Table 24. Irrigation withdrawal by county in 2000Continued State Ground-water Surface-water Total water County withdrawal withdrawal withdrawal TennesseeContinued Jefferson 0.04 0.05 0.10 Johnson 0.02 0.02 0.04 Knox 0.10 1.19 1.29 Lawrence 0.02 0.00 0.03 Lewis 0.00 0.10 0.10 Lincoln 0.34 0.34 Loudoun 0.04 0.04 Marion 0.00 0.00 Maury 0.07 0.26 0.33 McMinn 0.00 0.00 McNairy 0.00 0.01 0.02 Meigs 0.32 0.32 Monroe 0.07 0.07 Perry 0.00 0.01 0.01 Polk 0.00 0.16 0.17 Rhea 0.04 0.38 0.42 Roane 0.00 0.00 Sequatchie 0.02 0.02 Sevier 0.37 0.37 Sullivan 0.03 0.05 0.08 Unicoi 0.00 0.05 0.05 Union 0.00 0.00 Washington 0.41 0.11 0.52 Wayne 0.00 0.03 0.04 State total 1.96 9.92 11.87 Virginia Russell 0.01 0.01 Smyth 2.15 2.15 State total 0.00 2.15 2.15 Watershed total 7.62 61.3 68.9 Water Use 67

PROJECTIONS OF WATER USE Adding consumptive use at select WUTA junc-tures results in a cumulative consumptive use of From 2000 to 2030, total water withdrawals in 241 Mgal/d at Fort Loudoun for 2030 (fig. 24). Cumu-the Tennessee River watershed are projected to lative consumptive use at the Watts Bar-Chickamauga increase from 12,211 to 13,990 Mgal/d, or about WUTA is 413 Mgal/d; Nickajack, 440 Mgal/d; 15 percent (table 25). That projected increase in water Guntersville, 468 Mgal/d; Wheeler-Wilson, withdrawals of 1,779 Mgal/d is as follows: thermo- 804 Mgal/d; and Pickwick, 861 Mgal/d. As calculated electric power, 11 percent (1,152 Mgal/d); industry, at the terminus of the Kentucky WUTA at the Ken-31 percent (368 Mgal/d); public supply, 35 percent tucky Dam, consumptive use is 980 Mgal/d. The pro-(32 Mgal/d); and irrigation, 37 percent (25.2 Mgal/d) jected average daily volume is 800 Mgal/d through the (table 26). Total consumptive use is projected to Jamie Whitten lock on the Tennessee-Tombigbee increase 331 Mgal/d to 980 Mgal/d, or about Waterway and indicates a potential maximum long-51 percent (table 25). Per capita use is estimated as term flow based on the USACE design criteria of the 2,370 gal/d, or about 13 percent less than in 2000 lock (S.E. Gibson, Manager, Water Supply Projects, (table 26). Tennessee Valley Authority, written commun., 2002)

Table 25. Water-use projections for the Tennessee River watershed by water-use tabulation area in 2030

[Figures may not add to totals because of independent rounding. All values expressed as integers and in million gallons per day]

Water-use Total Cumulative tabulation water Net water consumptive area withdrawal demand use Cherokee 1,347 105 Douglas 156 94 Fort Loudoun 116 34 241 Fontana-Tellico 15 9 Norris 560 63 Hiwassee-Ocoee 56 24 Watts Bar-Chickamauga 3,253 76 413 Nickajack 100 27 441 Guntersville 1,626 28 468 Tims Ford 109 37 Wheeler-Wilson 3,806 300 804 Pickwick 1,353 57 861 Normandy 39 36 Kentucky 1,436 84 Watershed total 13,990 980 68 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

(fig. 24). The average daily diversion of flow is pro- were provided by the TVA and added to 2030 esti-jected to be 4,524 Mgal/d for hydroelectric power gen- mates for a total (Charles E. Bohac, Water Supply, eration at Barkley Dam; the 4,524 Mgal/d at Barkley TVA, oral commun., 2002).

Canal for 2030 is based on an annual commitment to To identify locations of future potential water-the USACE for hydroelectric power generation supply problems at a broad spatial scale, information (H. Morgan Goranflo, Manager, Reservoir Operations, on the spatial distribution of the change in percentage Tennessee Valley Authority, oral commun., 2002). and in volume of water withdrawals by RCA can be Water use was projected for industry, public used along with hydrologic, demographic, and socio-supply, and irrigation using county-level demographic economic data for the coinciding drainage areas. The and economic data for 2030 developed by Woods and RCAs showing the largest percentage of change are Poole Economics, Inc. (2001) and TVA. Manufactur- Fontana, Fort Loudoun, Wheeler, Nottely, Chatuge, ing and mining earnings were used to project indus- and Normandy (fig. 25). The Wheeler RCA shows the trial withdrawals and return flows; number of largest volume increase in water withdrawals (fig. 26).

households, for public-supply withdrawals and waste- Standard deviation is a descriptive statistic that water releases; and farm earnings, for irrigation. The is a measure of the deviation of a data value to the county-specific projection factor, or multiplier, was mean for the data set. The distribution of percentage applied to each water-use record in the database to change from the mean for the RCAs for industry and produce estimates for the 2030 water use. The records public supply from 2000 to 2030 is shown on of estimated use for 2030 were then aggregated to the figure 26. For industry, the Fort Loudoun, Melton Hill, RCA and WUTA. Based on an analysis of the poten- and Watauga RCAs indicate a percentage increase tial need for additional water demand in parts of the greater than one standard deviation, and the Tims Ford watershed characterized by unregulated streamflow RCA indicates a change greater than two standard and for the purposes of the water-use projections, for deviations. For public supply, the Chickamauga, Fon-some sites, the 2000 water-use transaction for a data tana, Guntersville, Nottely, Watts Bar, and Wheeler record was assigned to one RCA and the additional RCAs indicate a percentage increase within one stan-future growth to another RCA. The projections of ther- dard deviation, and the Blue Ridge and Chatuge RCAs moelectric power water withdrawals and return flows indicate a change greater than two standard deviations.

Projections of Water Use 69

70 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030 Projections of Water Use 71 72 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030 TRENDS IN WATER USE occurred in the thermoelectric power and industrial sectors. New technologies in the industrial sector that After continual increases in withdrawals in the require less water, improved plant efficiencies, Tennessee River watershed from 1965 to 1980, with- increased water recycling, and changes in laws and drawals decreased from 1980 to 1985, and remained regulations to reduce the discharge of pollutants steady from 1985 through 1995 (table 26; figs. 27 and resulted in decreased water use and less water being 28). The 2000 estimate is nearly the same as the esti-returned to the river. The same pattern appears in the mate for 1980, the highest year of record, with national water-use data (Solley and others, 1998).

12,260 Mgal/d. All categories of water use have increased since 1995. Self-supplied domestic and live- Water conservation can be an effective water-demand stock water withdrawals were not estimated for 2000. strategy that allows maximum benefits to be gained Total water withdrawals for 2000 are estimated at from the use of the watersheds resources.

12,211 Mgal/d, an increase of 22 percent from 1995. The smallest ground-water withdrawals Per capita use for 2000 was 2,710 gal/d. Per occurred in 1970 (170 Mgal/d) and the largest in 1990 capita use had declined from 3,200 gal/d in 1980 to (305 Mgal/d) (table 26). Total ground-water withdraw-2,350 gal/d by 1990. The decline in per capita use is als have varied between these two rates of use since related to the decline in water withdrawals that 1970, and the change in ground-water demand is Table 26. Trends of estimated water use in the Tennessee River watershed, 1965 to 2030

[All values in million gallons per day; data for 1965-1995 adapted from MacKichan (1951, 1957), MacKichan and Kammerer (1961), Murray (1968), Murray and Reeves (1972, 1977), and Solley and others (1983, 1988, 1993, 1998). The water-use data are in million gallons per day and are rounded to two significant figures for 1960-1980, and three significant figures for 1985-1995; population is in thousands; per capita use is in gallons per day; percentage change is calculated from the unrounded numbers; *, not estimated in 2000; figures may not add to totals because of independent rounding]

Percent change 1965 1970 1975 1980 1985 1990 1995 2000 2030 2000-2030 Population Population 3,107 3,234 3,319 3,677 3,848 3,911 4,198 4,506 5,903 31 Population served by public supply 1,730 2,080 2,370 2,680 2,940 3,030 3,250 a 3,470 4,546 31 Per capita use 2,400 2,400 3,200 3,200 2,390 2,350 b 2,382 2,710 2,370 -12 Offstream use Total withdrawals 7,400 7,870 10,270 12,260 9,193 9,205 b 10,008 12,211 13,990 15 Thermoelectric power 5,900 6,100 8,700 9,300 6,810 7,070 b 8,010 10,276 11,428 11 Industrialc 1,050 1,400 1,600 2,000 1,760 1,190 1,030 1,205 1,573 31 Public supply 250 300 330 410 469 511 574 662 895 35 Irrigation 8.8 6.6 8.1 6.8 10 30 48 68.9 94.1 37 Rural 100 83 79 102 121 257 269

• Source of water Surface water 7,200 7,700 10,000 12,000 8,960 8,900 9,750 11,996 Ground water 200 170 270 260 233 305 258 215 a

Estimated b

Revised c

Industrial and mining water use Trends in Water Use 73

largely influenced by changes in the industrial cate- changes in the thermoelectric power withdrawals. For gory. In 2000, most of the estimated 215 Mgal/d of example, Browns Ferry nuclear power plant began ground water was used for public supply operation in 1974, closed for a review of procedures in (136 Mgal/d), an increase of 9 percent from 1995 (Sol- 1985, and began generating power for one unit in 1991 ley and others, 1998). and a second unit in 1996. Sequoyah nuclear power More water continues to be withdrawn for ther- plant began generating power in 1981 and Watts Bar moelectric power generation than for any other cate- nuclear power plant began generating power in 1996 gory. Thermoelectric power withdrawals are large, (Tennessee Valley Authority, 2002). More than exclusively from surface water, and, therefore, deter- 99 percent of the water withdrawn for thermoelectric mine the surface-water-use trends in the watershed. power generation is returned to the watershed, which The dates of the operating schedules of the generating is important in considering the reuse potential of the units at the power plants can be compared to the corre- river. In the industrial sector, withdrawals declined sponding 5-year data-collection cycle to explain 48 percent from 1980 to 1995. Although withdrawals 74 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

increased 17 percent from 1995 to 2000, the 2000 ogy, affordable energy pricing, and increases in nurs-withdrawals are 40 percent less than in 1980. ery and sod-farm enterprises and irrigated golf courses The public-supply category shows continual likely explain this change (Moore and others, 1990).

increases from 1965 to 2000, largely because of This trend is likely to continue because of a combina-growth in population and the extension of public- tion of favorable climate, the abundance of water, and water supply pipelines to areas of counties that a shift of population to the southeastern United States.

depended on private wells for drinking water. From Water-use data compiled and published at 1990 to 2000, the rate of increase of public-supply 5-year intervals by the USGS from 1965 to 1995 were withdrawals (30 percent) was twice that of the popula- used to evaluate trends in water use. Over time, the tion (15 percent). However, that comparative rate of scope of the USGS water-use compilation and the def-increase of withdrawals to population is unlikely to inition of the categories also changed (Solley and oth-continue once the public-supply infrastructure has ers, 1998). Initially, in 1950, the USGS combined the been fully developed. More importantly, the Tennessee Cumberland River and Tennessee River watersheds as River watershed is likely to continue to grow at a rate one water-resources region. In 1965, the Tennessee faster than the national average. The national average River watershed became a separate water-resources for population growth was 13 percent from 1990 to region and the Cumberland River watershed was 2000 (U.S. Bureau of the Census, 2001). added to the Ohio. To compare the data consistently Water withdrawals for irrigation have consis- over time, total surface-, total ground-water withdraw-tently increased from 1980 to 2000, from 6.8 to als, and total withdrawals were compiled using the 68.9 Mgal/d. Periodic droughts in the watershed thermoelectric power, industrial, public supply, and throughout the 1980s, changes in irrigation technol- irrigation category definitions from 1965 to 1995.

Trends in Water Use 75

SUMMARY

2000, most of the estimated 215 Mgal/d of ground water was used for public supply (136 Mgal/d), which The data from this report that are aggregated to is an increase of 9 percent from 1995.

reservoir catchment area (RCA) are intended to be Each category of use affects the reuse potential input to the Tennessee Valley Authority (TVA) reser- of the return flows differently. Besides water quality, voir management models to evaluate alternative water-reuse potential reflects the quantity of water available supply scenarios in the process of determining future for subsequent uses. For water quantity, reuse potential multi-purpose reservoir management practices. Under-standing how water use varies categorically, spatially, is gaged by consumptive use, which is the difference and temporally is important to the overall analysis of between water withdrawals and return flow. Most of water supply in the Tennessee River watershed. In the water withdrawn from the Tennessee River is used combination, the water-use, water-availability, and for once-through cooling for thermoelectric power and water-quality data for the watershed can be used to industry, and therefore consumptive use is compara-determine if future offstream and instream demands tively small.

can be met by using the current water-management Average per capita use for all offstream uses was strategies. 2,710 gallons per day per person in 2000, compared to For the Tennessee River watershed, estimates the record high of 3,200 in 1975 and 1980. The inten-indicate that after increases in water withdrawals from sity of use for the Tennessee watershed as measured as 1965 to 1980, withdrawals declined from 1980 to 1985 a function of area was 298,489 gallons per day per and remained steady from 1985 to 1995. Water with- square mile in 2000.

drawals during 2000 were estimated to average In 2030 water withdrawals are projected to 12,211 million gallons per day (Mgal/d) of freshwater increase about 15 percent to 13,990 Mgal/d. By cate-for offstream uses22 percent more than the 1995 gory, water withdrawals are projected to increase as estimate. The 2000 estimate is nearly the same as the follows: thermoelectric power, 11 percent, estimate for 1980, the highest year of record, with 12,260 Mgal/d. Self-supplied domestic and livestock 1,152 Mgal/d; industry, 31 percent, 368 Mgal/d; public withdrawals were not estimated for 2000. Return flow supply, 35 percent, 232 Mgal/d; and irrigation, was estimated as 11,562 Mgal/d, 95 percent, of the 37 percent, 25.2 Mgal/d. Total consumptive use is pro-water withdrawn during 2000. Consumptive water use jected to increase about 51 percent or 331 Mgal/d to accounts for the other 5 percent, 649 Mgal/d. 980 Mgal/d. For 2030, per capita use is calculated as Offstream water-use categories are classified in 2,370 gallons per day, about 26 percent less than in this report as thermoelectric power, industrial, public 1980. Water transfers to the Tennessee-Tombigbee supply, and irrigation. During 2000, thermoelectric Waterway for navigation lockages are estimated as power withdrawals were an estimated 10,276 Mgal/d; 200 Mgal/d for 2000 and 800 Mgal/d for 2030. The industrial, 1,205 Mgal/d; public supply, 662 Mgal/d; 800 Mgal/d is the potential maximum long-term flow and irrigation, 68.9 Mgal/d. Return flows were esti- based on the design of the lock. Water transfers mated as thermoelectric power, 10,244 Mgal/d; indus- through Barkley Canal averaged 3,361 Mgal/d for trial, 942 Mgal/d; and public supply, 377 Mgal/d. For 2000, and are estimated to be an average of thermoelectric power, consumptive use was estimated 4,524 Mgal/d in 2030. The 4,524 Mgal/d at Barkley as 32.2 Mgal/d; industrial, 263 Mgal/d; public supply, Canal for 2030 is based on an annual commitment to 285 Mgal/d; and irrigation, 68.9 Mgal/d. During 2000, the U.S. Army Corps of Engineers for hydroelectric water withdrawals for thermoelectric power increased power generation.

by 28 percent more than 1995, industrial by 17 percent, By RCA, the largest percentage increases from public supply by 15 percent, and irrigation by 44 per-cent. 2000 to 2030 as measured as the standard deviation from the mean are expected as follows. For industry, Estimates of water withdrawals by source indi-the Fort Loudoun, Melton Hill, and Watauga RCAs cate that during 2000, total surface-water withdrawals were 98 percent of the total or 11,996 Mgal/d indicate a percentage increase greater than one stan-23 percent more than during 1995. Total ground-water dard deviation, and the Tims Ford RCA indicates a withdrawals were 215 Mgal/d, or 17 percent less than change greater than two standard deviations. For pub-during 1995. More water continues to be withdrawn lic supply, the Chickamauga, Fontana, Guntersville, for thermoelectric power generation than for any other Nottely, Watts Bar, and Wheeler RCAs indicate a per-category. Thermoelectric power withdrawals are large, centage increase within one standard deviation, and the exclusively from surface water, and therefore deter- Blue Ridge and Chatuge RCAs indicate a change mine the surface-water-use trends in the watershed. In greater than two standard deviations.

76 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

SELECTED REFERENCES Solley, W.B., Chase, E.B., and Mann, W.B., IV, 1983, Esti-mated use of water in the United States in 1980: U.S.

Case, P.J., and Alward, G.S., 1997, Patterns of demographic, Geological Survey Circular 1001, 56 p.

economic, and value change in the western United Solley, W.B., Merk, C.F., and Pierce, R.R., 1988, Estimated States: Implications for water use and management: use of water in the United States in 1985: U.S. Geolog-Report to the Western Water Policy Review Advisory ical Survey Circular 1004, 82 p.

Commission, 35 p. Solley, W.B., Pierce, R.R., and Perlman, H.A., 1993, Esti-Hutson, S.S., Vines, C.A., and Keck, L.A., 1990, Tennessee: mated use of water in the United States in 1990: U.S.

Water supply and use, in National Water Summary Geological Survey Circular 1081, 76 p.

1987Hydrologic events and water supply and use: Solley, W.B., Pierce, R.R., and Perlman, H.A., 1998, Esti-U.S. Geological Survey Water-Supply Paper 2350, mated use of water in the United States in 1995: U.S.

p. 467-474. Geological Survey Circular 1200, 71 p.

MacKichan, K.A., 1951, Estimated water use in the United Tennessee Valley Authority, 1990, Tennessee River and res-States, 1950: U.S. Geological Survey Circular 115, ervoir operation and planning review, Final Environ-13 p. mental Impact Statement, 198 p.

MacKichan, K.A., 1957, Estimated water use in the United Tennessee Valley Authority, 2002, Reservoir Operations States, 1955: U.S. Geological Survey Circular 398, 18 Study: accessed July 14, 2003 at http://www.tva.gov

p. U.S. Bureau of the Census, 2001, United States Census MacKichan, K.A., and Kammerer, J.C., 1961, Estimated use 2000: accessed July 9, 2003 at http://www.cen-of water in the United States, 1960: U.S. Geological sus.gov/main/www/cen2000.html Survey Circular 456, 26 p. U.S. Department of Commerce, 2001, Bureau of Economic March, P.A., and Fisher, R.K., 1999, Its not easy being Analysis, Regional economic data: accessed July 14, green: Environmental technologies enhance conven- 2003 at http://www.bea.gov tional hydropowers role in sustainable development: U.S. Department of Energy, Energy Information Adminis-Annual Review of Energy and the Environment, v. 24, tration, 2000a, Monthly Power Plant Report, EIA-906:

p. 173-188. accessed July 14, 2003 at http://www.eia.doe.gov/

Moore, M.R., Crosswhite, W.M., and Hostetler, J.E., 1990, cneaf/electricity/page/data.html Agricultural water use in the United States, 1950-85, in U.S. Department of Energy, Energy Information National Water Summary 1987: U.S. Geological Sur- Administration, 2000b, Steam-Electric Plant Operation vey Water-Supply Paper 2350, p.93-108. and Design Report, EIA-767: accessed July 14, 2003 at Murray, C.R., 1968, Estimated use of water in the United http://www.eia.doe.gov/cneaf/electricity/page/

States, 1965: U.S. Geological Survey Circular 556, data.html 53 p. U.S. Environmental Protection Agency, 2001, Permit Com-Murray, C.R., and Reeves, E.B., 1972, Estimated use of pliance System Water discharge permits: accessed water in the United States in 1970: U.S. Geological July 14, 2003 at http://www.epa.gov/enviro/html/pcs Survey Circular 676, 37 p. U.S. Environmental Protection Agency, 2002, National Pol-Murray, C.R., and Reeves, E.B., 1977, Estimated use of lution Elimination Discharge System (NPDES):

water in the United States, 1975: U.S. Geological Sur- accessed July 14, 2003 at http://cfpub.epa.gov/npdes/

vey Circular 765, 39 p. U.S. Geological Survey, 2002, Water use in the United Office of Management and Budget, 1987, Standard States: accessed July 14, 2003 at Industrial Classification Manual 1987, 705 p. http://water.usgs.gov/watuse Seaber, P.R., Kapinos, F.P., and Knapp, G.L., 1984, State Woods and Poole Economics, Inc., 2001, Complete data-hydrologic unit maps: U.S. Geological Survey Open- base, [machine-readable data files],

File Report 84-708, 198 p. http://www.woodsandpoole.com Selected References 77

Glossary

GLOSSARY Water-use terminology in this report is the same as that used in the series of USGS water-use Circulars which are cited in the Selected References section. The term water use as initially used in 1950 in the USGS water-use Circulars meant withdrawals of water; in the report for 1960, the term was redefined to include consumptive use of water as well as withdrawals. With the beginning of the USGS National Water-Use Information Program in 1978, the term was again redefined to include return flow and offstream and instream uses. In the water-use Circular for 1985, the term was redefined further to include withdrawals plus deliveries. In this report for 2000, water use is defined to include withdrawals, wastewater releases, return flow, and consumptive use for thermoelectric power, industrial, public supply, and irrigation.

TERMS USED IN THIS REPORT acre-footthe volume of water required to cover 1 acre of land (43,560 square feet) to a depth of 1 foot.

aquifera geologic formation, group of formations, or part of a formation that contains sufficient saturated permeable material to yield significant quantities of water to wells and springs.

commercial water usewater for motels, hotels, restaurants, office buildings, other commercial facilities, and institutions. The water may be obtained from a public supply or may be self supplied. See also public supply and self-supplied water.

consumptive usethat part of water withdrawn that is evaporated, transpired, incorpo-rated into products or crops, consumed by humans or livestock, or otherwise removed from the immediate water environment; also referred to as water con-sumed.

conveyance losswater that is lost in transit from a pipe, canal, conduit, or ditch by leak-age or evaporation. Generally, the water is not available for further use; however, leakage from an irrigation ditch, for example, may percolate to a ground-water source and be available for further use.

cooling waterwater used for cooling purposes, such as of condensers and nuclear reac-tors.

delivery/releasethe amount of water delivered to the point of use and the amount released after use; the difference between these amounts is usually the same as the consumptive use. See also consumptive use.

domestic water usewater for household purposes, such as drinking, food preparation, bathing, washing clothes and dishes, flushing toilets, and watering lawns and gar-dens. Also called residential water use. The water may be obtained from a public supply or may be self supplied. See also public supply and self-supplied water.

evaporationthe process by which water is changed from a liquid into a vapor. See also evapotranspiration and transpiration.

evapotranspirationa collective term that includes water discharged to the atmosphere as a result of evaporation from the soil and surface-water bodies and as a result of plant transpiration. See also evaporation and transpiration.

freshwaterwater that contains less than 1,000 milligrams per liter (mg/L) of dissolved solids; generally, more than 500 mg/L of dissolved solids is undesirable for drinking and many industrial uses.

ground watergenerally all subsurface water as distinct from surface water; specifically, that part of the subsurface water in the saturated zone (a zone in which all voids are filled with water) where the water is under pressure greater than atmospheric.

hydroelectric power water usethe use of water in the generation of electricity at plants where the turbine generators are driven by falling water. Hydroelectric water use is classified as an instream use in this report.

in-channel usesee instream use.

Glossary 81

industrial water usewater used for industrial purposes such as fabrication, processing, washing, and cooling, and includes such industries as steel, chemical and allied products, paper and allied products, mining, and petroleum refining. The water may be obtained from a public supply or may be self supplied. See also public supply and self-supplied water.

instream usewater that is used, but not withdrawn, from a ground- or surface-water source for such purposes as hydroelectric power generation, navigation, water-quality improvement, fish propagation, and recreation; sometimes called nonwith-drawal use or in-channel use.

irrigation water useartificial application of water on lands to assist in the growing of crops and pastures or to maintain vegetative growth in recreational lands such as parks and golf courses.

kilowatt-hour (kWh)a unit of energy equivalent to one thousand watt-hours.

million gallons per daya rate of flow of water.

mining water usewater used for the extraction of minerals occurring naturally includ-ing solids, such as coal and ores; liquids, such as crude petroleum; and gases, such as natural gas. Also includes uses associated with quarrying, well operations (dewa-tering), milling (crushing, screening, washing, floatation, and so forth), and other preparations customarily done at the mine site or as part of a mining activity. Does not include water used in processing, such as smelting, refining petroleum, or slurry pipeline operations; these uses are included in industrial water use.

net water demandthe quantitative difference between water withdrawals and return flow. See also return flow, water-use transaction, withdrawal, wastewater-treatment return flow, or water transfer.

offstream usewater withdrawn or diverted from a ground- or surface-water source for public-water supply, industry, irrigation, livestock, thermoelectric power generation, and other uses. Sometimes called off-channel use or withdrawal.

per capita usethe average amount of water used per person during a standard time period, generally per day.

public supplywater withdrawn by public and private water suppliers and delivered to users. Public suppliers provide water for a variety of uses, such as domestic, com-mercial, thermoelectric power, industrial, and public water use. See also commercial water use, domestic water use, thermoelectric power water use, industrial water use, and public water use.

public-supply deliverieswater provided to users through a public-supply distribution system.

public water usewater supplied from a public-water supply and used for such purposes as firefighting, street washing, and municipal parks and swimming pools. See also public supply.

reclaimed wastewaterwastewater-treatment plant effluent that has been diverted for beneficial use before it reaches a natural waterway or aquifer.

recycled waterwater that is used more than one time before it passes back into the nat-ural hydrologic system.

residential water usesee domestic water use.

return flowthe water that reaches a ground- or surface-water source after release from the point of use and thus becomes available for further use.

reusesee recycled water.

self-supplied waterwater withdrawn from a surface- or ground-water source by a user rather than being obtained from a public supply.

Standard Industrial Classification (SIC) codesfour-digit codes established by the U.S. Office of Management and Budget and used in the classification of establish-ments by type of activity in which they are engaged.

surface wateran open body of water, such as a stream or a lake.

82 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

thermoelectric power water usewater used in the process of the generation of thermo-electric power. The water may be obtained from a public supply or may be self sup-plied. See also public supply and self-supplied water.

transpirationprocess by which water that is absorbed by plants, usually through the roots, is evaporated into the atmosphere from the plant surface. See also evaporation and evapotranspiration.

wastewaterwater that carries wastes from homes, businesses, and industries.

wastewater treatmentthe processing of wastewater for the removal or reduction of contained solids or other undesirable constituents.

wastewater-treatment return flowwater returned to the hydrologic system by wastewater-treatment facilities.

water-resources regiondesignated natural drainage basin or hydrologic area that con-tains either the drainage area of a major river or the combined drainage areas of two or more rivers; of 21 designated regions, 18 are in the conterminous United States, and one each is in Alaska, Hawaii, and the Caribbean.

water-resources subregionthe 21 designated water-resources regions of the United States are subdivided into 222 subregions. Each subregion includes that area drained by a river system, a reach of a river and its tributaries in that reach, a closed basin(s),

or a group of streams forming a coastal drainage system.

water transferartificial conveyance of water from one area to another.

water use(1) in a restrictive sense, the term refers to water that is actually used for a specific purpose, such as for domestic use, irrigation, or industrial processing; (2) broadly, water use pertains to human interaction with and influence on the hydro-logic cycle, and includes elements such as water withdrawal, delivery, consumptive use, wastewater release, reclaimed wastewater, return flow, and instream use. See also instream use and offstream use.

water-use tabulation areathe boundaries of a water-use tabulation area are determined by the natural drainage area to account for water availability and the water-use trans-actions that occur within that drainage area. For this report, the water-use tabulation area accounts for the complete site-specific water-use transactions between adjoin-ing reservoir catchment areas and is used to determine consumptive use at a large scale. See also consumptive use and net water demand.

water-use transactiona water-use activity that is a water withdrawal, water delivery, water release, return flow or water transfer. See also delivery/release, return flow, wastewater-treatment return flow, water transfer, or withdrawal.

watt-houran electrical energy unit of measure equal to one watt of power supplied to, or taken from, an electrical circuit steadily for 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br />.

withdrawalwater removed from the ground or diverted from a surface-water source for use. See also offstream use and self-supplied water.

Glossary 83

Appendixes

Appendix A. Water-use data sources for the Tennessee River watershed in 2000

[Tennessee Valley Authority, TVA; Department of Energy, Energy Information Administration, DOE, EIA; Alabama Department of Economic and Community Affairs, ADECA; U.S. Geological Survey, Aggregated Water Use Data System, USGS, AWUDS; Water Resources Management Program, Environmental Protection Division, WRMP, EPD; U.S. Environmental Protection Agency, National Pollution Discharge Elimination System, Permit Compliance System, USEPA, NPDES, PCS; North Carolina Department of Environment, Health, and Natural Resources, NCDEHNR; Tennessee Department of Environment and Conservation, Division of Water Supply, TDEC, DWS; University of Georgia, UGA; Mississippi State University, MSU; U.S. Department of Agriculture, Natural Resources and Conservation Service, USDA, NRCS]

Water-use category Data sources Type of data Thermoelectric Tennessee River watershed TVA water-use survey; Withdrawal DOE, EIA electricity database Tennessee River watershed TVA water-use survey; Return flow DOE, EIA electricity database Industry Alabama ADECA; Withdrawal USGS AWUDS 1995 data, adjusted Georgia WRMP, EPD Withdrawal Kentucky Department of Water Withdrawal Mississippi Office of Land and Water Resources Withdrawal North Carolina TVA water-use survey Withdrawal Tennessee TVA water-use survey; Withdrawal USGS water-use program Virginia Department of Environmental Quality Withdrawal Tennessee River watershed TVA water-use survey; Return flow USEPA, NPDES, PCS Public supply Alabama ADECA; Withdrawal USGS, AWUDS 1995 data, adjusted Georgia WRMP, EPD Withdrawal Kentucky Department of Water Withdrawal Mississippi Office of Land and Water Resources Withdrawal North Carolina NCDEHNR; TVA water-use survey; Withdrawal USGS water-use survey Tennessee TDEC, DWS; Withdrawal USGS water-use program Virginia Department of Environmental Quality Withdrawal Wastewater releases Tennessee River watershed USEPA, NPDES, PCS; adjustments to Return flow USGS, AWUDS 1995 data Irrigation Alabama ADECA Withdrawal Georgia UGA Cooperative Extension Service Withdrawal Kentucky Department of Water; Withdrawal USGS water-use program Mississippi MSU Agricultural Extension Office Withdrawal North Carolina USGS water-use program Withdrawal Tennessee USDA, NRCS; Withdrawal USGS water-use program Virginia Department of Environmental Quality Withdrawal Appendix A 87

Appendix B. Hydrologic unit codes and names

[The map boundaries for hydrologic units are hydrographically defined, and the units are often used as a geographical framework for detailed water-resources planning.

The hydrologic unit code (HUC) assigned to the hydrologic unit is an 8-digit number with each 2-digit number respectively indicating region, subregion, accounting unit, and cataloging unit. The Tennessee River watershed is designated by 06 and has 32 hydrologic units as mapped in figure 4 and listed in this table by code number and name.]

Hydrologic unit code Hydrologic unit name 06010101 North Fork Holston 06010102 South Fork Holston 06010103 Watauga 06010104 Holston 06010105 Upper French Broad 06010106 Pigeon 06010107 Lower French Broad 06010108 Nolichucky 06010201 Watts Bar Lake 06010202 Upper Little Tennessee 06010203 Tuckasegee 06010204 Lower Little Tennessee 06010205 Upper Clinch 06010206 Powell 06010207 Lower Clinch 06010208 Emory 06020001 Middle Tennessee - Chickamauga 06020002 Hiwassee 06020003 Ocoee 06020004 Sequatchie 06030001 Guntersville 06030002 Wheeler 06030003 Upper Elk 06030004 Lower Elk 06030005 Pickwick 06030006 Bear 06040001 Lower Tennessee - Beech 06040002 Upper Duck 06040003 Lower Duck 06040004 Buffalo 06040005 Kentucky Lake 06040006 Lower Tennessee 88 Estimated Use of Water in the Tennessee River Watershed in 2000 and Projections of Water Use to 2030

Appendix C. Improving Hydropower and ogy was developed by TVA in cooperation with Voith Water Quality at the Tennessee Valley Siemens Hydro and first implemented at TVAs Norris Authority Dams project near Knoxville, Tennessee. AVTs are the first turbines designed to aerate turbine releases while By Patrick A. March, Senior Manager, Resource increasing the capacity and efficiency of the generat-Management, Tennessee Valley Authority ing units.

AVTs are one of a variety of technologies TVA The Tennessee Valley Authority (TVA) is work-has implemented, either singly or in combination, as ing to increase the efficiency and capacity of its 30 part of its Reservoir Releases Improvements program.

hydroplants with the goal of ensuring a reliable power This 5-year, 50 million dollar program, completed in supply at a reasonable price without degrading water 1996, addressed two major environmental problems quality (March and Fisher, 1999). As part of that faced by the hydropower industry: low levels of dis-effort, TVA has undertaken an aggressive program to solved oxygen and intermittent drying out of the river-automate and modernize hydrogeneration operations bed in tailwater areas. In addition to AVTs, TVA uses and equipment. Thirty-eight units have been modern-surface-water pumps, oxygen injection systems, aerat-ized to year 2002, adding 342 megawatt-hours of ing weirs, and air compressors and blowers to raise peaking capacity and boosting efficiency by more than dissolved oxygen levels downstream from 16 of its 4 percent. By the time this effort is complete (about hydropower dams. Turbine pulsing, weirs, and small 2013), TVA will have added an additional 750 mega-hydropower units are used to maintain a minimum watts of installed peaking capacity at a cost of flow of water when hydro turbines are not operating at 750 million dollars.

13 dams. Together, these technologies have increased Where feasible, autoventing turbine technology dissolved oxygen levels 1 to 5 milligrams per liter in is being implemented as TVA hydro units are modern-more than 300 miles of river downstream from TVA ized. Autoventing turbines or AVTs, induce air into the dams and have improved water flows in 180 miles of turbine releases using low-pressure areas identified in rivers.

scale-model and numerical model tests. This technol-Appendix C 89