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<br /> Table l,--Selected basin and flood characteristics for the streamflow-gaging stations--Continued
<br /> Site Flood discharge (cubic feet per second), for recurrence interval (years)
<br /> number1 2 10 50 100 500
<br /> 1 386 682 936 1,040 1,290
<br /> 2 114 242 406 492 742
<br /> 3 180 358 558 655 916
<br /> 4 449 986 1,640 1,980/ 2,920
<br /> 5 393 3,580 17,200 31,300 113,000
<br /> 6 345 2,050 7,210 11,600 32,500
<br /> 7 122 732 2,380 3,680 9,170
<br /> 8 531 3,940 13 , 900 21,800 55,300
<br /> 9 2,280 9,880 22,400 29,700 51,300
<br /> 10 353 817 1,420 1,750 2,680
<br /> 11 832 2,550 5,350 7,030 12,500
<br />\. 12 400 1,070 2,020 2,540 4,090
<br />13 95.0 246 462 584 952
<br /> 14 242 574 955 1,140 1,630
<br /> 15 355 1,440 3,320 4,440 8,000
<br /> 16 40.0 426 1,760 2,900 7,970
<br /> 17 126 247 377 439 602
<br /> 18 425 735 1,030 1,160 1,490
<br /> 19 20.0 120 391 603 1,490
<br /> 20 185 938 3,090 4,980 13,400
<br /> 21 1,180 5,390 14,800 21,600 47,600
<br /> 22 509 4,050 13 , 900 21,500 51,600
<br /> 23 856 4,970 14,400 21,000 45,300
<br /> 24 21.0 37.0 54.0 62.0 82.0
<br /> 25 2.90 6.90 12.0 14.0 20.0
<br /> 26 21. 0 50.0 90,0 113 182
<br /> 27 158 339 587 726 1,150
<br /> ISite num~er corresponds to those in figure 1.
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