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<br />I MATHERS HOLE <br />I 9 <br /> 0 <br /> 8 <br /> ~ <br />I 7 0 <br /> ---- <br /> VI <br /> n <br /> ~ 0 <br /> '-" <br /> ~ 6 0 0 <br />I 0 ~~g <br /> 0 <br /> .J <br /> W 5 <br /> > B DO <br /> W 0 B <br />I .J ,~ <br />(a) [l] <br />[l] 4 <br />0 El 0 <br /> u <br /> w o gl <br /> Cl 3 <br /> <( ~ <br />I 0:: <br /> W <br /> ~ 2 <br /> 0 <br />I V = 0.0269Qo.578 <br /> raO <br /> 0 <br />I 1,000 3,000 5,000 7.000 9,000 11,000 13,000 15.000 17,000 19.000 <br /> (1 housonds) <br /> STREAM DISCHARGE, (cfs) <br />I <br />I MATHERS HOLE <br />I 9 <br /> 8 <br />I 7 <br /> ---- <br /> ~ <br /> '-" <br />I I 6 0 <br /> I- 0 <br /> a. <br /> w ~ <br /> 0 <br /> w 5 0 0 <br /> oJ 0 S@ <br />I [l] <br />(b) [l] ~ <br />0 4 <br /> u <br /> w 0 Ii <br /> Cl Ef3D0 <br /> <( 3 <br />I 0:: ~fIl <br /> w 0 ~ <br /> > <br /> <( <br /> 2 ~ <br /> 0 <br />I 0 B Y = 0.0 14Qo.641 <br /> 0 <br /> 0 <br />I 1,000 3.000 5,000 7,000 9.000 11,000 13.000 15,000 17.000 19,000 <br /> (1housonds) <br /> STREAM DISCI1ARGE. (cfs) <br />I Figure 5.5a..b Hydraulic geometry relationships for cobble bar at Mathers Hole (rm 17.5). <br />I 5-21 <br /> <br /> <br />