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<br /> 10000 <br /> 9800 <br />~ 9600 <br />c <br />0 <br />~ 9400 <br />> <br />ill <br />[jJ 9200 <br /> 9000 <br /> 0 ; C\l <br /> ""'" ""'" <br /> <br /> <br />C') <br />""'" <br /> <br />""'" <br />""'" <br /> <br />L!) <br />""'" <br /> <br />8800 <br />o 2000 4000 6000 8000 1 0000 12000 <br /> <br />Modeled Reaches of Willow Creek, West Willow Creek, and East Willow Creek <br /> <br />8960 <br /> <br /> 8940 <br />~ <br />c 8920 <br />0 <br />~ <br />> <br />Q.) 8900 <br />[jJ <br /> 8880 <br /> <br /> <br />;:: <br /> <br />I.!) I'- C"') I.!) I'- <br />~N ~M~~~ ~ <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />(J') 0 <br />....... N <br /> <br />N <br /> <br />N <br />N <br /> <br />8860 <br />o 500 1000 <br />Willow Creek from flume to confluence <br /> <br />1500 <br /> <br />2000 <br /> <br />2500 <br /> <br />3000 <br /> <br /> 9240 <br />~ 9180 <br />c <br />0 9120 <br />~ <br />> <br />Q.) 9060 <br />[jJ <br /> 9000 <br /> 8940 <br /> <br /> <br /> <br /> <br /> <br />I~ <br /> <br />~'l~: <br /> <br />",", <br /> <br />~;~I <br /> <br /><D <br />C"'), <br /> <br />N N I.!) I'- 00 ",", <br />~,~i ~:~' ~' ~ <br />I I II I I <br /> <br />o 500 1000 1500 2000 2500 3000 <br />West Willow Creek from confluence to just above Commodore tailings pile <br /> <br /> 9080 <br /> 9060 <br />~ 9040 <br />c 9020 <br />0 <br />~ <br />> 9000 <br />Q.) <br />[jJ <br /> 8980 <br /> 8960 ~ <!:! 00 I.!) <br /> 0 ;:: ~NC"') "'" ~ ~ <br /> (J') ....... <br /> <br /> <br /> <br /> <br />~ ~ ~ <br /> <br />8940 <br />o 500 1000 1500 2000 2500 3000 <br />East Willow Creek from confluence <br />Figure 2.4.1. Elevation profiles by main channel distance in feet <br /> <br />2-44 <br />