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<br />Instantaneous <br />1 day <br />3 days <br />10 days <br />30 days <br />90 days <br />1 year <br /> <br />o <br />- .04 <br />.12 <br />.23 <br />,32 <br />,31 <br />,40 <br /> <br /> <br />000233 <br /> <br />. <br /> <br />Duration <br /> <br />Skew Coef'ficien't <br /> <br />Curves shown are for the water year ending September 30, The highest <br />mean ,discharge values listed in the ref'erenced Streamflow Character- <br />istics reports have been changed to acre-feet to provide better <br />separation between the curves, CUrves for several durations (120, 150, <br />183, and 214 days) have been omitted f'or clarity of plotting. The <br />curve for the instantaneous peak during the water year (wyp) is plotted <br />in cubic feet per second--again to afford better separation from the <br />one-day curve, <br /> <br />Future Studies, The mean logarithm and standard deviation for <br />each station are presently being adjusted to a more common time period <br />and correlated with a number of basin and meteorological characteristics <br />,to develop generalized estimates of these statistics, These generalized <br />estimates will then be Compal'6d to the computed historical values and <br />selected values used to develop streamflow volume probability curves at <br />any location desired by the planners, Reports on the generalized <br />estimate approach and results therefrom are being published as separate <br />working papers in the series being prepared for the Comprehensive Basin <br />Planning study for the Missouri Basin. <br /> <br />CUrves are presented herein tor the gaging stations listed on the <br />tollowing page, <br /> <br />. <br /> <br />2 <br />