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<br />',. <br /> <br />321 <br /> <br />the largest increment of the annual total sediment load through the channel. <br />The effective discharge at the Little Snake River near Dixon gage has been <br />equaled or exceeded on the average of 5.1 days per year, or 1.4% of the time, <br />during the period of streamflow record, 1939-1976. A number of other sig- <br />nificant characteristics of the sediment discharge are shown in Fig. 5. Approx- <br />imately 73% of the total sediment load at this station was transported by <br />discharges between 57 and 156 m3/s. These discharges are equaled or exceed- <br />ed on the average between 8.8 and 0.2% of the time, or between 32 and 0.70 <br />day per year. Thus, neither the rare large floods nor the common streamflows <br />have been significant sediment-transporting discharges at this station during <br />the period of record. In particular, the mean-annual discharge has not been <br />an important sediment-transporting discharge, as it has transported only a <br />small fraction of the annual sediment load. More than 90% of the mean-annual <br />sediment load has been transported by discharges larger than the mean-annual <br />discharge. <br />The effective discharge at all gaging stations was computed by the method <br />described above. The effective discharges and their durations are summarized <br />in Table I, columns 7 and 8, and compared in Fig. 6. The streamflow duration <br />of the effective discharge varies between gaging stations. The observations <br />range from 0.4 to 3.0% of the time or from 1.5 to 11 days per year. On the <br />average, the effective discharge was equaled or exceeded 1.6% of the time or <br />5.8 days per year. These observations agree with the conclusion of Wolman <br />and Miller (1960) that the effective discharge is a relatively frequent flow <br />that occurs on an average of several days per year. <br /> <br />NUMBER OF DAYS PER YEAR THE EFFECTIVE <br />DISCHARGE IS EOUALED OR EXCEEDED <br />o 2 4 6 8 10 11 <br />6 <br /> <br />I I I I I I I I I I <br /> T I I I I <br />- - <br />I- - <br />- <br />- <br /> <br /><Jl <br />Z <br />Q <br />.... <br /><( 4 <br />> <br />a: <br />w <br /><Jl <br />CD <br />0 <br />u. <br />0 <br />a: 2 <br />w <br />CD <br />~ <br />::> <br />z <br /> <br />o <br />o 0.5 1.0 1.5 2.0 2.5 3.0 <br />PERCENTAGE OF TIME THE EFFECTIVE <br />DISCHARGE IS EOUALED OR ExceEDED <br /> <br />Fig. 6. Streamflow duration of effective discharges at 15 gaging stations in the Yampa <br />River basin. <br />