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<br />Table 5 --stream-gaging stations, rain gages. raln-gage grouping, and <br /> <br />rainfall-wetghttng methods used in the basins modeled <br /> <br />(i-aging <br />station <br />no. <br />r fig. 3) <br /> <br />Basin <br /> <br />t{umber of <br />subbasin <br />ra;.n gages <br />used <br /> <br />Rain gages for storm <br />period and daily- 1 <br />rainfall definition _/ <br /> <br />Rainfall- <br />weighting <br />method <br /> <br />8-556 <br />8-557 <br />8-565 <br /> <br />8-570.2 <br /> <br />8-570,5 <br />8-571 <br /> <br />8-571. 2 <br />8-571.4 <br />8-571. 6 <br />8-572 <br /> <br />8-573.2 <br />8-573.4 <br />8-574.2 <br />8-574.25 <br /> <br />,Toes Creek <br /> <br />2 <br /> <br />(l-.T, I-B.X), (2-J->'-) <br /> <br />Thiessen <br /> <br />Bachman Branch <br /> <br />2 <br /> <br />(l-B*), (2-B*, I-T) <br /> <br />Thiessen <br /> <br />Turtle Creek <br /> <br />2 <br /> <br />(l-T*, 2-T, 3-T), <br /> <br />Thiessen <br /> <br />(2-T, 3-T, 4-~, <br /> <br />5-T) <br /> <br />Coombs Creek <br /> <br />1 <br /> <br />y (8-570.2*) , (5-T) <br />Y (8-570.2*) , (14-w) <br /> (l-W, 2-W*, 3-W) <br /> <br />Average <br /> <br />Cedar Creek <br /> <br />1 <br /> <br />White Rock Creek above <br /> <br />1 <br /> <br />Keller Springs Road <br /> <br />Spanky Branch <br /> <br />1 (4-w, 5-W* , 10-W) Thiessen <br />1 flO-W, ll-W* , 12-W) Thiessen <br />1 fll-W*, 12-W) Thiessen <br />1 fl-W through 12-W)* Average <br /> 14_w through 12-W) Average <br /> <br />Cottonwood Creek <br /> <br />Floyd Branch <br /> <br />White Rock Creek above <br /> <br />qreenville Avenue <br /> <br />White Rock Creek between <br /> <br />Keller Springs Road and <br /> <br />Greenville Avenue <br /> <br />Ash Creek <br /> <br />1 (l4-w, 15-W*) Thiessen, distance <br />1 (14-w* ) <br />1 !2-~') <br />1 (2-F*) <br /> <br />Forney Creek <br /> <br />Fi vemile Creek <br /> <br />Woody Branch <br /> <br />1/ Alphabetic designation with rain-gage number is keyed to location; example, I-J is gage number 1 <br /> <br />in Joes Creek Basin (fig. 2). <br /> <br />'?J Rain gage operated at crest-stage partial-record station. <br /> <br />* Denotes gage used for time distribution of storm-period rainfall within a day and for daily- <br /> <br />moisture accounting (single gage, nonweighted) between storm days, except Coombs Creek and Cedar <br /> <br />Creek, where gages 5-T and l4-w were used for daily-moisture accounting; White Rock Creek above <br /> <br />Greenville Avenue was the average of all available gages. <br /> <br />-15- <br />