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<br />322 <br /> <br />Factors influencing the duration of the effective discharge <br /> <br />The conceptual mo~l of geomorphic forces presented by Wolman and Mil- <br />ler (1960) (Fig. 1) indicates that the duration of the effective discharge should <br />depend upon the distribution of streamflows and the threshold of sediment <br />movement. As described previously, the duration of the effective discharge <br />will become shorter as the relative proportion of large flows increases, or as <br />the threshold of sediment movement increases, or both. Conversely, the dura- <br />tion of the effective discharge will become longer as the relative proportion <br />of large flows decreases, or as the threshold of sediment movement decreases, <br />or both. <br />The relative significance of large streamflow at a gaging station may be re- <br />presented by the skew of the distribution of the streamflows. The skew (SK) <br /> <br />50 <br /> <br /> <br /><Il <br />~ 10 <br />Cl: <br /><C <br />:t: <br />U <br />~. <br />o 5 <br />z <br /><C <br />w <br />:::0 <br />>- <br />:::! <br /><C <br />o <br />u.. <br />o <br />~ <br />w <br />..: <br /><Il <br /> <br /> <br />. <br /> <br />0.5 <br /> <br />. <br /> <br /> <br />100 <br /> <br />500 1000 <br />DRAINAGE AREA. IN SQUARE KILOMETERS <br /> <br />5000 <br /> <br />10.000 <br /> <br />Fig. 7. Relation between drainage area and the skew of daily mean discharge. <br /> <br />.i <br /> <br />", <br /> <br />~. <br /> <br />r <br /> <br />., <br />, <br /> <br />.~ <br />