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<br />I DISCHARGE PROBABILITY PROFILES FIGURE 1 <br />I WEA VER CREEK -21- <br /> C!l <br /> ... <br />I < III l- I- <br /> 0 Q Z Z <br />l- I- W - <br />Z Z l- I- 0 0 <br /> - Z I- A. A. <br /> 0 0 z z <br />I A. A. 0 - z Z <br /> A. 0 0 C!l C!l <br />Z Z A. A. - - <br /> C!l C!l Z Z Z 0 CO <br /> CI w w <br /> CO CO - " " Q Q <br />I w w 0 - II <br />Q Q w '" 0 c <br /> Q w w .. II <br /> Q Q " 0 <br /> - c: <br />I .. .. ... 3000 <br /> .. > 0 <br /> ~ < <br /> .. - <br /> " '" <br />I c: II .. <br /> .. c E <br /> > II <br /> .. - < 0 E <br /> 00 .. '" <br /> '0 .. ... c: <br />I - ~ II <br /> II: z: <br /> - .. E - <br /> '" 0 - .. " <br /> (,l - 00 ... 0 <br /> II .. .. c: II CO <br />I D .. 0 " :J: <br /> ~ <br /> - 0 0 <br /> 0 '" > <br /> :J: 200C <br /> .. <br />I i: ..... <br /> .. ... <br /> " <br /> > .. - <br /> .. ... U <br /> w ..... <br />I ~ ... W <br /> .. III z: <br /> - Cl <br /> i: > - " II> a: <br /> .. .. .. .. 0 ... <br />I .. > .. '" .. 4( <br /> .. > .. ~. J: <br /> > ~ .. <br /> III . () <br /> ~ Q 0 <br /> ~ Q . fIJ <br /> '" .. - ::) <br /> .. III '" - <br />I > '" 0 .. C <br /> - '" 0 0 .. <br /> ~ ~ .. A .. 100C <br /> Q II 0 D <br /> ~ 0 <br /> D - <br /> i: i: .. .. <br />I 0 .. II <br /> ... 0 .. .. <br /> 0 0 m <br /> - <br /> 0 .. <br />I 0 (,l <br /> c <br /> I I I .. <br /> " <br /> I I I - <br />I c: <br /> ~ 0 <br /> A 0 <br /> A [}, A A <br />I 0 <br />8 7 6 5 4 3 2 1 <br /> 0 <br /> LEGEND f MILES ABOVE CONFLUENCE OF W EA VER CREEK WITH BEAR CREEK <br />I <br /> 0 FLOOD PEAK <br />I 8 CULVERT CAPACITY <br /> ~ Leonard Rice Consulllng Water Engineers,lnc 232UDD08 <br /> MAY, 1978 <br /> <br />