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<br />II <br /> <br /> <br />'!(I~!~l; <br /> <br />. \', '-'%i~@~:~' <br /> <br />:~tiiilf:' <br />w~w~:r" <br />',..,.... <br />:-.".-.-. <br /> <br />,_....:. -4-_4 <br /> <br />, <br /> <br /> Table 2.--Stage-discharge relations used in computer model of the Arkansas River <br /> from Pueblo Reservoir to John Martin Reservoir <br /> Discharge, in cubic feet per second, <br />Site Site name for indicated stage, in feet <br />number1 <br /> 2.0 2.1 2.2 2.4 2.6 2.8 3.0 4.0 5.0 6.0 <br />2 Arkansas River above Pueblo '. <br /> (node 1)------------------ 0 20 41 88 142 200 270 780 1,600 3,000 <br />5 Arkansas River near Avondale <br /> (node 2)------------------ 0 20 41 88 142 200 270 780 1,600 3,000 <br />co <br />8 Arkansas River near Nepesta <br /> (node 3)------------------ 0 9.0 18 38 62 90 120 500 1,400 3,000 <br />12 Arkansas River at Catlin <br /> Dam (node 4)-------~------ 0 9.0 18 38 62 90 120 500 1 ,400 3,000 <br />17 Arkansas River at La Junta <br /> (node 5)------------------ 0 1.5 3.5 9.5 22 50 92 550 1,400 3,000 <br />19 Arkansas River at Las Animas <br /> (node 6)------------------ 0 1.5 3.5 9.5 22 50 92 550 1,500 3,000 <br />21 Arkansas River below John <br /> Martin Reservoir (node ])- 0 1.5 3.5 9.5 22 50 92 550 1,500 3,000 <br /> <br />ILocations shown by site number on figure 1. <br /> <br />-:: <br />,: ~i <br /> <br />~i <br /> <br />,'';1 <br />.-" <br />",') <br />,:j <br />:1 <br />" <br /> <br />". <br />