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<br /> Weighted- Total Ratio of <br /> Station mean runoff runoff <br /> rainfall (inches) to <br /> (inches) rainfall <br />Bachman Branch (08055700) 27.81 8.21 0.30 <br />Turtle Creek (08056500) 26.37 9.47 ,36 <br />Whi te Rock Creek at Keller Springs 28.17 lj1.49 ,05 <br />Road (08057100) <br />Whi te Rock Creek at Greenville Avenue 27,24 lj4,25 .16 <br />(08057200) <br />Tenmi Ie Creek at Lancaster (08057450) 25,89 1.91 ,07 <br />Duck Creek near Garland (08061700) 25.25 4,07 ,16 <br />South Mesquite Creek at Mercury Road 28.00 3.80 .14 <br />(08061950) <br /> <br />1/ See remarks paragraph of station description in the section <br />"Compilation and Analysis of Data" for a discussion of regulation <br />and diversions. <br /> <br />Individual Storms <br /> <br />During the 1971 water year, storms producing the highest peak dis- <br />charges in the Dallas metropolitan area occurred on the following days: <br />October 26-27, 1970; May 29, July 28, August 14, 24-25, and September <br />24-25, 1971. These storms produced a variety of rainfall amounts, inten- <br />sities, durations, and distribution in the drainage basins. Weighted <br />rainfall, for these storm periods upstream from continuous-record gaging <br />stations and selected crest-stage partial-record stations, are given in <br />table 3. The storm analyses, hydro graphs , and mass curves are given in <br />the section "Compilation and Analysis of Data". <br /> <br />-10- <br />