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X O <br />W Z <br />>O <br />i2 w 300 <br />oin <br />za <br />0 <br />p� <br />=D W <br />Co W <br />� U <br />z an 200 <br />o� <br />U U <br />�Z <br />U <br />3 <br />o� <br />z d� <br />X N 100 <br />t9 F_ <br />W to <br />> > <br />c� <br />as <br />:D3 <br />�o <br />U U_ C <br />Release discharge 473 ft /s <br />1 hour before release arrived <br />127 fi <br />I <br />(Wellsville Q= 436ft <br />/ <br />/ <br />/ 16 hours after release arrived <br />/ <br />(Wellsville Q =830 ft /s) <br />3 400 <br />O <br />J <br />W <br />X 0 <br />W Z <br />> O <br />U <br />O N <br />z a 300 <br />0 <br />P: f- <br />W <br />00 W <br />a: LL <br />U <br />Z m <br />O� <br />Z 200 <br />uJ — <br />ao <br />0 <br />Z j <br />X N <br />W <br />CD � tOC <br />> > <br />a <br />J Q <br />LD <br />U <br />Release discharge 392 ft /s <br />145 ft /s <br />1 hour before release arrived <br />(Wellsville Q = 660 ft /s) <br />/ <br />16 hours after release arrived <br />(Wellsville Q =1036 ft /s) <br />40 bu 1Lu wu <br />DISTANCE DOWNSTREAM ALONG THE ARKANSAS RIVER, <br />IN MILES FROM TWIN LAKES RESERVOIR <br />200 <br />Figure 5. -- Effect of reservoir releases on the ground -water component <br />of the flow in the upper Arkansas River. <br />is <br />14 <br />STREAMFLOW GAGING STATIONS <br />F <br />0 <br />0 <br />00 0 0 0 <br />00 <br />o <br />o <br />O <br />O O <br />O <br />0 Ul) 0 N <br />~ <br />�t <br />0 <br />O N <br />co <br />N <br />L0 tD Q1 <br />, a) a) a) <br />O) <br />a) a) <br />a) <br />O <br />coo <br />O O <br />a) <br />O- <br />O O O O <br />00 <br />.- <br />O <br />^A O O O <br />00 <br />O <br />X O <br />W Z <br />>O <br />i2 w 300 <br />oin <br />za <br />0 <br />p� <br />=D W <br />Co W <br />� U <br />z an 200 <br />o� <br />U U <br />�Z <br />U <br />3 <br />o� <br />z d� <br />X N 100 <br />t9 F_ <br />W to <br />> > <br />c� <br />as <br />:D3 <br />�o <br />U U_ C <br />Release discharge 473 ft /s <br />1 hour before release arrived <br />127 fi <br />I <br />(Wellsville Q= 436ft <br />/ <br />/ <br />/ 16 hours after release arrived <br />/ <br />(Wellsville Q =830 ft /s) <br />3 400 <br />O <br />J <br />W <br />X 0 <br />W Z <br />> O <br />U <br />O N <br />z a 300 <br />0 <br />P: f- <br />W <br />00 W <br />a: LL <br />U <br />Z m <br />O� <br />Z 200 <br />uJ — <br />ao <br />0 <br />Z j <br />X N <br />W <br />CD � tOC <br />> > <br />a <br />J Q <br />LD <br />U <br />Release discharge 392 ft /s <br />145 ft /s <br />1 hour before release arrived <br />(Wellsville Q = 660 ft /s) <br />/ <br />16 hours after release arrived <br />(Wellsville Q =1036 ft /s) <br />40 bu 1Lu wu <br />DISTANCE DOWNSTREAM ALONG THE ARKANSAS RIVER, <br />IN MILES FROM TWIN LAKES RESERVOIR <br />200 <br />Figure 5. -- Effect of reservoir releases on the ground -water component <br />of the flow in the upper Arkansas River. <br />is <br />14 <br />