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by over approximately 300,000 acre-feet annually. Thus, while the record <br />may not indicate any significant changes due to water resources <br />development, reductions inflow caused by increased consumptive uses in <br />Colorado were at least partially offset by the transbasin import of water <br />primarily from the Colorado River basin. <br />2.2.2 Peak Flow <br />The peak flow hydrographs basically follow the same trend as exhibited by the total <br />annual flow hydrographs (see Figures 2.14- 2.17). The gage on the North Platte River at <br />North Platte, peak flows in the late 1800's and early 1900's, often exceeded 20,000 cfs <br />and reached almost 30,000 cfs on one occasion. Peak flows dropped to a lower level <br />after the initial construction of mainstem reservoirs on the North Platte River averaging <br />about 10,000 to 15,000 cfs with a maximum of about 24,000 cfs in the time period from <br />about 1908 to 1930. After the completion of several additional reservoirs in the 1930's - <br />1940's time frame, the peak flow on the North Platte River was dramatically reduced, <br />rarely exceeding 5,000 cfs after 1940. A similar trend is apparent, although the period of <br />record is shorter, at Overton on the Platte River. The same trend is not evident in the <br />Julesburg record on the South Platte River, probably due to the influence of water <br />resources development that occurred prior to the beginning of the historic record and the <br />smaller amount of reservoir storage on the South Platte River compared to the North <br />Platte River. <br />2.2.3 Seasonal Pattern of Daily Flow <br />In the mountains, with the generally colder climate at higher elevations, much of the <br />annual precipitation falls as snow. Snowpack builds up over the fall and winter seasons <br />with its release as runoff as the snow melts in spring and early summer. As a result of the <br />interaction of climatic thermal regimes and precipitation patterns, the hydrologic cycle <br />results in a relatively predictable seasonal pattern as indicated in Figure 2.2. Figure 2.2 <br />presents an example of the flow hydrograph typical of the pattern exhibited by streams in <br />the Platte River Basin. Starting in what is referred to as a "water- year," the flow is <br />relatively steady from October through the winter months. As spring approaches there is <br />a general rise in flow .culminating in a snowmelt generated peak flow that typically <br />occurs in May or June. After the snowmelt peak, flow rapidly recedes to the lowest <br />levels of the year during the summer. During summer months, the watershed can <br />experience intense thunderstorm activity that can result in significant runoff although <br />such events typically affect only a localized area. <br />In contrast to the potential for large runoff events associated with snowmelt runoff or <br />significant precipitation events, the Platte River also experiences extreme low flow <br />periods and even periods of no flow. In relatively recent times, multi -year droughts; such <br />as the dust bowl era of the 1930's and the 1950's drought, provide an example of a series <br />of dry years that resulted in very low annual and seasonal flows for extended periods of <br />time. <br />16 <br />