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<br />Table 2. Summary statistics for discharge and measured suspended-sediment discharge at the streamflow-gaging station Paria River at
<br />Lees Ferry 1093820001, Arizona. water years 1992-99
<br />
<br />Water year
<br />
<br />1992
<br />
<br />1993
<br />
<br />1994
<br />
<br />1995
<br />
<br />1996
<br />
<br />1997
<br />
<br />1998
<br />
<br />1999
<br />
<br /> Minimum daily discharge summary (values in cubic meters per second)
<br />Minimum 0.0 0.0 0.\ 0.\ 0,\ 0,0 0,1 0,0
<br />Median ,3 .4 ,3 .4 .3 .4 .4 .4
<br />Mean .4 .7 .4 ,5 .4 ,5 ,5 ,6
<br />Maximum 5,9 9.1 6,8 3.5 3.\ \0.5 8,2 25.5
<br />Standard deviation .7 1.0 .7 ,4 .4 ,7 ,7 1.6
<br />
<br /> Mean daily discharge summary (values in cubic meters per second)
<br />Minimum ,I ,\ ,I ,\ .1 .\ ,I .1
<br />Median .4 .4 .4 ,5 ,4 ,5 ,5 .5
<br />Mean 8 1.4 .6 .8 .4 1.1 ,8 ,9
<br />Maximum 16,0 19,3 17.7 17,6 6.2 56,6 40.8 25.1
<br />Standard deviation 1.8 2.4 \.4 \.4 .4 ),8 2.6 1.8
<br />
<br />Maximum daily discharge summary (values in cubic meters per second)
<br />
<br />Minimum ,I ,I ,\ .\ .1 .1 .1 ,I
<br />Median ,6 ,7 ,5 ,7 .5 ,8 ,6 .6
<br />Mean 1.9 2.6 1.6 1.4 0,7 2.9 2,1 1.9
<br />Ma,imum 50.7 4),3 94,3 5\.3 \4.4 \\6 191 62.6
<br />Standard deviation 6,\ 4,8 6,8 3,9 1.3 12.1 12.4 5,6
<br />
<br />Daily range (daily maximum. daily minimum) discharge summary (values in cubic meters per second)
<br />
<br />Minimum ,0 ,0 .0 ,0 ,0 ,0 ,0 ,0
<br />Median .3 ,3 ,\ ,2 .\ .2 .1 ,2
<br />Mean 1.5 1.8 1.1 ,9 ,3 2,4 1.6 1.2
<br />Maximum 49.9 42.7 94,2 49,9 13.1 \16 190 47.2
<br />Standard deviation 5,7 4.2 6.7 3,8 1.2 \1,7 12.2 4.7
<br />
<br />Measured suspended sediment discharge (values in millions of metric tons)
<br />
<br />Total from storms during water year
<br />
<br />2.5
<br />
<br />2.1
<br />
<br />.78
<br />
<br />.94
<br />
<br />.24
<br />
<br />4,4
<br />
<br />2.3
<br />
<br />3.3
<br />
<br />......."4 "
<br />lD Vuriations in Sund Storage Me~-U" Colorudo River Between Glen Canyon Dam and Lava Falls Rapid, Northern Arizona. 1992-99
<br />,r
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