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<br />00188\) <br /> <br />,.... <br /> <br />DATA AVAILABILITY <br /> <br />..-.... <br />.;::~. ,'::' <br /> <br />~ <br />;~;_~n; <br /> <br />Streamflow Records <br /> <br />Daily streamflow records were available (either publ ished or in computer <br />files) for 79 streamflow-gaging stations in the basin for varying time periods <br />during water years 1901-76 (Steele and others, 1979, table 6 and fig. 14). Rec- <br />ords for 36 of the 79 streamflow-gaging stations within the Yampa River basin were <br />used to compute monthly and annual summaries of flow conditions for use in the <br />reservoir analysis. The location of these stations' is shown in figure 3 with the <br />same map-numbering scheme as used by Steele and others (1979), and the periods of <br />available record for the stations are shown in figure 4. More than 777 years of <br />daily records were available for these 36 stations. <br /> <br />;';",' <br />:~.;,!:.\ <br />::::~.:. <br /> <br />..,...... <br />:}:-:"::: <br />:';;)'1 <br />:~-~ .; <br />:;::/:~; <br /> <br />:{;;,::~, <br />..;,.; <br />.......,. <br />'~;. <br /> <br />A matrix of monthly and mean annualstreamflows was developed for water years <br />1910-76 by using the existing station records. Approximately two-thirds of the <br />data were computed by a "least-error," linear-regression technique based upon <br />interstation correlation of streamflow discharge (A. W. Burns, U.S. Geological <br />Survey, written commun., 1976). Either measured streamflow data or a combination <br />of measured and synthesized streamflow data were used to determine what is termed <br />in this report as "historic conditions" for the model-analysis period (water years <br />1927-76). No attempt was made to adjust the records of monthly streamflow data <br />for changes in water use that occurred during water years 1910-76. Monthly and <br />mean annual streamflow values were used in the study for the following purposes: <br />(1) To determine inflows to individual proposed reservoirs, (2) to develop a mass- <br />balance analysis for existing streamflow conditions at selected points in the <br />basin, and (3) to serve as a reference base for describing hydrologic changes due <br />to reservoir development. <br /> <br />;If,i <br /> <br />:;:.:/.< <br />.:,:"',.' <br /> <br />~:~~~ <br /> <br />I <br /> <br />-,...~: <br /> <br />::j~i <br /> <br />Precipitation <br /> <br />Monthly precipitation data were available for 13 sites within the basin-- <br />2 sites near Dinosaur National Monument and 1 site near Rabbit Ears Pass (Colorado <br />Water Conservation Board and U.S. Department of Agriculture, 1969). Because' of <br />longer record lengths and the proximity of the sites to the area of interest with- <br />in the basin, data were used from only six of these sites (fig. 5). The sites in- <br />cluded Steamboat Springs, Hayden, Columbine, Pyramid, and Craig, in Colorado; and <br />Dixon in Wyoming (fig. 5). For each of these sites, varying amounts of monthly <br />precipitation data were available. A complete data matrix of total monthly pre- <br />cipitation was needed for water years 1910-76. The same technique as noted for the <br />streamflow data (A. W. Burns, U.S. Geological Survey, written commun., 1976) was <br />used to provide missing precipitation data within the data matrix. The monthly <br />precipitation values were used in the study to determine amounts of monthly rain- <br />fal I on the surfaces of each of the proposed reservoirs used in the analysis. The <br />compieted monthly precipitation record for the nearest one of the six sites was <br />directly appl ied to each proposed reservoir, as noted in table 1. <br /> <br />.., 1 <br />~', : '."-f. <br />'"c'_-.- <br />~~St: <br />r.<~;~;. <br />~~:d'~: <br />"-' . <br />..'-',:," <br />::-';,. <br /> <br />. . <br />r.'\>: <br />,~ - ',' <br />',.;.:,'.:, <br /> <br />~:.:':::'... <br /> <br />,_....~ . <br />'",':.' <br /> <br />..,....... <br />'t.: ::'-~' <br />: ~ < <br /> <br />7 <br /> <br />~::;.~::... <br />'-.:.-,-:"j <br />:.:.:,1 <br />'~",' ,-' <br />,~Vi::: <br />~:..., '.~. <br />'.' <br />") <br />