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<br />onZ311 <br /> <br />CHAPl'ER II <br />;" \. <br /> <br />BASES FOR ANALYSIS <br /> <br />. <br /> <br />Water Supply <br />Period of study <br /> <br />The water supply studies for units of the Yampa-White project yere <br />based on streamflows over the l5-year period from 1929 through 1943. <br />Streamf'lows available during this period are considered a conservative <br />base for estimates of future supplies as the period includes 1934, the <br />driest individual year on record, as well as,the critical la-year dry <br />cycle from 1934 to 1943. The use of a longer period of study would not <br />materially affect the plans nor economic feasibility of the various units. <br />Probably the only noticeable effect would be a slight red1lction in the <br />average irrigation shortage estimated for each unit. <br /> <br />Stream runoff records and estimates <br /> <br />. <br /> <br />The first streamflow records for the area, other than miscellaneous <br />measurements, were made for the Yampa River at Craig in May 1901. Since <br />then records have been obtained at about 55 different stations, the records <br />varying from nearly continuous periods at a few key stations to intermit- <br />tent periods of 1 or 2 years at other stations. tJ'Dst of the runoff rec- <br />ords used in this study were collected and compiled by the Geological <br />Survey, United States Department of Interior. The locations of the gaging <br />stations and periods for which records were made at these stations are <br />shown on the map on the following page. <br /> <br />Runoff records over the entire study period are available for only <br />a few of the Yampa-White project units. As a result, numerous extensions <br />and estimates of runoff were required. At places where the available <br />records were for shorter or different periods than the study period, the <br />runoff was estimated by graphical correlations with recorded runoff at <br />other stations. At other points, it was necessary to rely only upon alti- <br />tude-runoff relationships for similar streams in the general area. The <br />records thus obtained are sufficiently accurate for the purposes of this <br />report but should not be relied upon for detailed planning. <br /> <br />The graph on page 16 shows the runoff recorded since the early 1900' s <br />at two of the stations of particular significance in the Yampa-White proj- <br />ect studies--the Yampa River at Steamboat Springs, Colo., and the White <br />River near Meeker, Colo. Plotted on the graph are lines representing aver- <br />age flows over the 45-year period (1910-54), the lO-year period for maxi- <br />mum runoff (1920-29), the 10-year period of minimum runoff (1934-43), and <br />the 15-year study period (1929-43). <br /> <br />Ground water <br /> <br />. <br /> <br />Ground-water aquifers suitable for irrigation development are uncommon <br />in the project area. Artesian wells were developed in connection with <br />recent gas well drilling in the Piceance Creek drainage and appeared to <br /> <br />14 <br />