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<br />Table 9.--Station flood-frequency characteristics computed from simulated peak discharges
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<br /> Peak discharge, OT (ctsJ at ~nd~cated
<br />Gaging recurrence interval, T (years) Log-Pearson Type III
<br />station Basin name (Number in parenthesis is exceedance nrobability in percent) statistics
<br />No. 01. 25 O2 Q5 QI0 025 Q50 QI00 Mean, Standard Skew-
<br />(fig. 3 ) logs deviation,
<br /> (80) (50) (20) (10) (4 ) (2) (1) ness
<br /> logs logs
<br />8-556 Joes Creek 1,420 2,370 3,820 4,840 6,170 7,180 8,200 3.364 0.256 -0.244
<br />8-557 Bachman Branch 2,130 3,710 6,230 8,070 10,500 12,400 14,400 3.558 .278 -.235
<br />8-565 Turtle Creek 2,110 3,410 5,400 6,820 8,680 10,100 11,600 3.526 .243 -.159
<br />8-570.2 Coombs Creek 1,380 2,330 3,830 4,920 6,370 7,490 8,650 3.360 .264 -.185
<br />8-570.5 Cedar Creek 2,740 4,480 7,040 8,790 11,000 12,700 14,300 3.639 .245 -.292
<br />8-571 White Rock Creek above 3,340 6,510 11,700 15,400 20,100 23,600 27,100 3.788 .326 -.468
<br /> Keller Springs Road
<br />8-571.2 Spanky Branch 1,140 2,220 3,900 5,030 6,420 7,410 8,340 3.314 .323 -.602
<br />8-571. 4 Cottonwood Creek 1,960 3,180 5,010 6,290 7,970 9,240 10,500 3.494 .242 -.194
<br />8-571.6 Floyd Branch 945 1,640 2,730 3,510 4,520 5,280 6,050 3.202 .275 -.294
<br />8-572 White Rock Creek above 6,600 11,600 20,000 26,600 35,900 43,600 51,800 4.059 .286 -.044
<br /> Greenville Avenue
<br />8-573.2 Ash Creek 1,590 2,700 4,430 5,670 7,300 8,550 9,820 3.422 .265 -.232
<br />8-573.4 Forney Creek 472 900 1,560 2,000 2,540 2,920 3,290 2.924 .313 -.582
<br />8-574.2 Fivemile Creek 2,640 4,580 7,700 9,960 13,000 15,300 17,700 3.651 .277 -.230
<br />8-574.25 Woody Branch 1,790 3,320 5,880 7,810 10,400 12,500 14,600 3.508 .308 -.259
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