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<br />- - - - - - - - - - - - - - - - - - - <br /> TABLE 4 Continued <br /> DISCHARGES ADOPTED FOR HYDRAULIC STUDIES <br /> DRAINAGE ~RGES C. <br /> EL.C !J.N.GJ lRc.f D STUDY REACH A1S. 10-YEAR 100-YEAR 500-YEAR <br /> NORTH TRIBUTARIES: <br /> Buffehr Creek Near Mouth 4.6 150 200 220 270 <br /> Q's From Regional Regression Analysis <br /> Red Sandstone Creek Near Mouth 13.9 330 440 490 590 <br /> Q's From Regional Regression Analysis <br /> Middle Creek Nr. Mouth 5.9 110 130 140 160 <br /> Q's From Middle Creek Gage No. 9066300 <br /> Spraddle Creek Near Mouth 2.2 95 115 170 370 <br /> Q's From Rainfall-Runoff for Small Areas <br /> Booth Creek Near Mouth 6.0 245 330 370 460 <br /> Q's From Booth Creek Gage No. 9066200 <br /> Pitkin Creek Nr. Mouth 5.3 180 260 290 380 <br /> Q's From Pitkin Creek Gage No. 9066150 <br /> Bighorn Creek Nr. Mouth 4.5 180 250 280 340 <br /> Q's From Bighorn Gage No. 9066100 <br /> SOUTH TRIBUTARIES: <br /> Mill Creek Nr Mouth (Divide Flow) 7.2 200 280 300 370 <br /> Q's From Regional Regression Analysis <br /> Black Gore Creek Nr. Confluence With Gore Creek 20.7 440 590 640 770 <br /> Q's From Regional Regression Analysis <br /> <br /> <br /> <br />