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5.0 SURFACE WATER -- Continued <br />5.2 Low Flow, High Flow <br />A Frequency Curve Relates Magnitude of a Variable to the <br />Frequency of Occurrence <br />Frequency curves are used to estimate the probability that a particular minimum <br />or maximum streamflow will occur in any future year. <br />Frequency curves can be developed from availa- <br />ble recorded streamflow data. Low -flow frequency <br />information can be used to evaluate a stream's <br />adequacy to supply water for various uses such as <br />municipal supplies, industrial supplies, irrigation <br />supplies, waste dilution, and wildlife conservation. <br />Information on a stream's high -flow characteristics <br />is useful in the design of dams, reservoirs, and <br />flood- control and navigation channels. <br />Low -flow and high -flow frequency for the Pur- <br />gatoire River at Trinidad, Colo., for the period of <br />40 <br />record, is illustrated in figure 5.2 -1. Families of <br />curves are shown for low flows of 3 -, 7 -, 14 -, and <br />30 -day mean discharges and for high flows of 3 -, 4 -, <br />15 -, and 30 -day means. <br />Low -flow frequencies and high -flow frequencies <br />for selected streamflow- gaging stations in Area 61 <br />are listed in table 5.2 -1. Flows at these stations are <br />considered to be representative. of flows of perennial <br />streams in the area. Location of the streamflow gages <br />is shown on the accompanying map. <br />